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HomeMy WebLinkAbout00 - Traffic Impact Study - Gallatin Center & Cattail Creek ! I Traffic Impact Analysis Gallatin Center and Cattail Creek Subdivision Southeast Corner of I-90 and 19" Avenue Bozeman, Montana June 12, 2000 Kimley-Horn and Associates, Inc. Tower I, Suite 500 1515 Arapahoe Street Denver, Colorado 80202 303.446.8552 ©Kimlcy-Horn and Associates,Inc.,2000 063503000 ■❑ Kimley-Horn ■ and Associates, Inc. Traffic Impact Analysis Gallatin Center and Cattail Creek Subdivision Southeast Corner of I-90 and 191h Avenue Bozeman, Montana June 12, 2000 Kimley-Horn and Associates, Inc. Tower I, Suite 500 1515 Arapahoe Street Denver, Colorado 80202 303.446.8552 ©Kimley-Horn and Associates,Inc.,2000 063503000 F rpm �I ) JUN 1 2000 3 '" Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Introduction Purpose Plans are currently under development for the developments of the Gallatin Center and the Cattail Creek Subdivision located in Bozeman, Montana. Kimley-Horn and Associates, Inc. (KHA)was retained to prepare a Traffic Impact Analysis (TIA) to assess the impacts of both developments on the existing and planned thoroughfare system within the City of Bozeman. Study Methodology KHA met and conferred with City of Bozeman and the Montana Department of Transportation (MDT) Staff to discuss the study limits and procedures. Trip generation and distribution were reviewed by MDT Staff prior to any analyses performed. Peak hour counts were collected at existing study intersections. An annual traffic growth factor of 3.5 percent was used to estimate future year background traffic levels to account for growth in the area unrelated to the study sites. This report documents the analyses performed by KHA. The phases of development were analyzed: • Existing Traffic Volumes(2000) • One-year(2001)development(Lots 9 and 10 only) • Six-year(2006)development(Gallatin Center) • Six-year(2006)development(Gallatin Center and Cattail Creek Subdivision) • Year 2020 For the one-year and six-year analysis periods, a trip generation was performed for the proposed development and the appropriate intersections were analyzed. The results of the analyses are documented in this report. Kimley-Horn and Associates, Inc. Page I Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Existing and Proposed Land Use Site Location The proposed sites are generally located at the southwest corner of the intersection of I-90 and 19t`Avenue. The Gallatin Center site is divided into two portions. The majority of the site is located south of Valley Center Road and Catron Street. Three (3) outparcels are located north of Valley Center Road. The Cattail Creek Subdivision is located west of the Gallatin Center site along N. 271' Avenue. Existing Traffic Conditions Traffic volumes are currently controlled with the use of stop signs and traffic signals. The intersection of Catron Street and Valley Center Road, and the east and westbound off ramps from 1-90 are controlled by stop signs. The access from the parking area to N. 191'Avenue has a stop sign. A traffic signal is used at the intersection of Valley Center Road and N. 19`h Avenue. Exhibit 1 illustrates the existing traffic lane configurations within the study area. Deadman's Gulch is a proposed road. Existing Development on Site There is currently a Target store(Lot 8)located within the Gallatin Center. Surrounding Developments The Gallatin Center being proposed is part of a larger development that extends to the south to Baxter Lane. A preliminary traffic analysis for the entire development was prepared by Morrison-Maierle,Inc. in June of 1998. A copy of this report is provided as a reference. The entire N. 19`h Avenue corridor south of 1-90 is zoned to permit mixed use developments consisting of residential, commercial and office developments in densities similar to Gallatin Center and Cattail Creek. Proposed Land Use The Gallatin Center is proposed to be a development consisting of retail, restaurant, and bank uses. The site plan is shown in Exhibit 2. The Cattail Creek Subdivision is proposed to be a development consisting of office buildings, multi-family unit residential, and single-family unit residential. The site plan is shown in Exhibit 3. Existing Transportation System Thoroughfare System The existing transportation network in the vicinity of the proposed developments consists of 1-90, 19`h Avenue, Valley Center Road, and Catron Street. 191h Avenue is a two-lane road with left- turn lanes and a right-turn lane at the eastbound 1-90 ramp. Valley Center Road is a two-lane Kimley-Horn and Associates, Inc. Page 2 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 road with a left-turn lane at Catron Street. Catron Street is a two-lane road with a right-turn lane at Valley Center Road. Existing Traffic Volumes Existing traffic counts were collected at the following study locations during the AM and PM peak hours: • I-90 westbound ramp at 19`h Avenue • 1-90 eastbound ramp at 19''Avenue • 19t'Avenue at Valley Center Road • Valley Center Road at Catron Street The volumes from the traffic counts are shown in Exhibit 4. Site Traffic Characteristics Proposed Site Trip Generation The estimated trip generation for the proposed study developments was calculated using the Institute of Transportation Engineer's (ITE) Trip Generation Manual, 6`h Edition. Two separate trip generation calculations were performed for the developments to represent the development scenarios being evaluated. Year one trip generation for the Gallatin Center is presented in Table 1. Table 2 presents the trip generation for the Cattail Creek Subdivision development alternative. It should be noted that these trip generation calculations do not account for any trip reductions. Table 1 Gallatin Center Trip Generation Location Land Use ITE Code SFx1000/ AM Peak hour PM Peak Hour DU In out In Out Lot 9.1 Retail 820 35.253 22 14 63 69 Lot 9 Retail 820 76.603 48 31 138 149 Lot 10 Retail 820 90.19 57 36 162 175 Lot 11 Hardware 816 129.987 70 70 276 299 Lot 12 Retail 820 38.228 j 24 15 69 74 Restaurant 832 9.46 46 42 62 41 Lot 3 Bank 912 4 28 22 110 110 Lot 4 Restaurant 832 7.296 35 32 48 32 Lot 5 Bank 912 4 28 22 110 110 Lot 6 Restaurant 832 5.3 26 24 35 23 Lot 7 Restaurant 832 6.986 34 31 46 30 Parcel 6 Gas Station 845 16 80 80 107 107 Parcel? Restaurant 832 10 48 44 65 43 Parcel Restaurant 834 3.48 88 85 61 56 Total 635 550 1348 1318 Kimley-Horn and Associates, Inc. Page 3 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Table 2 Cattail Creek Trip Generation Land Use ITE SFx1000/ AM Peak Hour PM Peak Hour Code DU In Out In Out Multi-family 221 847 102 407 415 214 Office 710 325.131 446 61 83 402 Business Park 770 362.419 435 83 107 360 Single-family 1 210 498 29 86 99 55 Total I 14 637 704 1031 Internal Trip Capture for the Gallatin Center Internal trip capture is the assumption that for any type of multi-use development, there is a percentage of the trips generated by the individual developments that are internal to the overall development. The ITE Trip Generation Handbook(October of 1998)defines internal trip capture as developments that contain two or more ITE land use classifications but are developed as a single real-estate project. Common uses where internal trip capture occurs are retail shops, restaurants, and banks. A specific example would be the existing developments near the Gallatin Center: Costco and Target. Due to the regional nature of both stores, shoppers will typically visit both on a single trip. These internal trips from Costco to Target count as individual trips, but do not impact 19a'Avenue. A second example would be the proposed restaurant at the north end of the development. This restaurant will draw many customers from the existing hotel who were currently driving across town to other restaurants. Other characteristics that apply for internal trip capture are: • The development ranges in size from 100,000 square feet to 2 million square feet. • Trips are expected between on-site land uses. • Internal trips from one use to another use are not made on the major street system. There are many methods of identifying acceptable percentages for trip capture. The most widely recommended is to compare actual trips versus projected trips. For the purRoses of the Gallatin Center, however,this is not feasible. The ITE Trip Generation Handbook, 5 Edition, documents numerous national studies related to internal trip capture (pages I-41 to I-52). Sites similar to Gallatin Center have identified internal capture as high as 55%for the PM peak period. In a series of 9 studies of developments in Colorado and Wyoming,the total counted traffic at the study sites was approximately 28% less than the ITE predicted rates for the AM peak hour and 24% less during the PM peak hour(Table VIII-3, pg. I-46, ITE, 5`h Edition). Other tables within this section show similar results from studies across the nation. The internal capture section of the 5`h Edition concludes with a request for additional studies and information regarding internal capture. The 6'h Edition benefited greatly from this additional information by expanding the Shopping Center land use in the number of data points. As an example of how internal capture within a shopping center reduces the external trips,a comparison was made of the total trips generated assuming the entire proposed Gallatin Center was made up Kimley-Horn and Associates, Inc. Page 4 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 of individual developments and assuming that the development is a shopping center. Table 3 presents the totals of the Gallatin Center as a shopping Center. Table 3 Gallatin Center Trip Generation as a Shopping Center AM Peak Hour PM Peak Hour Location Land Use ITE Code SF(x1000) Trips Trips Ingress Egress Ingress Egress Gallatin Center Lots 3-12 Shopping Center 820 407.303 256 164 731 792 This analysis shows that the Gallatin Center can potentially have an internal capture rate as high as 45%during the AM peak period, and a 32%reduction during the PM peak. These percentages are in line with the national averages shown previously. According to Table 7.1 of the ITE Trip Generation Handbook, 6`h Edition (page 87), 20% of the total retail trips in a mixed-use development can be classified as internal capture trips. Previous studies by Kimley-Horn and Associates, Inc. for similar developments have used a 15% trip reduction to account for internal capture (although higher percentages have been used and approved). For the purposes of the Gallatin Center study, a reduction of 15% in the total number of trips due to internal capture during the AM and PM peak periods was used. This reduction is less than the averages shown previously,but should more accurately reflect the situation at the Gallatin Center. In addition,the development of the Gallatin Center area will potentially increase traffic at the two existing regional attractions in the area, Target and Costco by making Gallatin Center more of an overall destination. Cattail Creek Development The Cattail Creek development to the west is in a different stage of development when compared to the Gallatin Center. Gallatin Center is nearing construction, so the development size is very firm. Cattail Creek, however, is preparing an initial submittal as a subdivision, so the trip generation shown in Table 2 is based on the development densities allowed by the City of Bozeman zoning ordinance. A reduction in the total number of trips for the Cattail Creek development of 25% was taken to account for a number of factors. This reduction includes the internal capture associated with the Gallatin Center subdivision. In addition, the trip generation, as stated earlier, is very conservative, assuming the maximum development density allowed by the City of Bozeman. Finally, the mix of office and residential, in addition to the retail development that is Gallatin Center will cause a higher trip capture rate, on the order of that shown previously, than the 15% used previously. The Cattail Creek development will also be developed in two phases. This report outlines the Phase 1 development. The second phase is a single family development to the west. As part of the second phase, both Catron and Deadman's Gulch will be extended to the west to tie-in with Kimley-Horn and Associates, Inc. Page 5 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Davis Lane. N. 27a' Avenue will likely be completed before Phase 2 is completed, and will provide an additional access to Valley Center Drive. Regionally Significant Developments One of the concerns with the Gallatin Center is that new developments of a regionally significant nature will have a greater impact on traffic in the entire Bozeman area by generating new trips as opposed to diverting existing trips. The Gallatin Center currently has two regionally significant tenants, Costco and Target. Each is the only one of its kind in the region, and both draw customers from the entire Bozeman area. The large parcel at the south end of Gallatin Center is anticipated to be a large hardware store, selling building supplies and equipment. Like Target and Costco, this hardware store will draw customers from the entire region. However,the proposed hardware store will compliment Target and Costco by drawing similar customers. The internal capture between these three stores is anticipated to be very high. The remaining developments within the Gallatin Center potentially include a hobby and crafts store, a pet supply store, and other similar retail developments. These developments do not have regional significance. Trip Distribution and Traffic Assignment Trip distributions were estimated for the development scenarios based upon expected growth around Bozeman(See Exhibit 5)and the general distribution assumed was: • 10%to/from the north 7 %to/from the west • 58 %to/from the south 25 %to/from the east Traffic Analysis Level of Service Evaluation For each development scenario,a Level of Service(LOS)evaluation was conducted.For signalized and unsignalized intersections,the analyses were performed using Traffix. All analysis was performed using the 1997 Highway Capacity Manual criteria.All of the output sheets are provided in the Appendix. Table 5 summarizes the results for existing conditions(See Exhibit 4 for volumes). The following intersections were evaluated: • I-90 westbound ramp at 19`b Avenue • 1-90 eastbound ramp at 19t'Avenue • 19`b Avenue at Valley Center Road • Valley Center Road at Catron Street In addition,the three driveways along Valley Center Drive and N. 19`b Avenue were analyzed. Kimley-Horn and Associates, Inc. Page 6 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Table 4 Existing Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19" Avenue at Deadman's Gulch(unsignalized) 0.0 A 0.0 A 19 Avenue at Valley Center Road(signalized) 8.1 A 15.0 B Valley Center Road at Catron Street(2-way stop) 7.8 A 14.9 B I-90 westbound ramp at 19 Avenue(unsignalized) 12.3 B 32.3 D I-90 eastbound ramp at 19 Avenue(unsignalized) 11.3 B 11.6 B Note: unsignalized analyses results show critical approach All study intersections are operating at satisfactory levels-of-service for existing conditions. Year 2001 Horizon This study period evaluated background conditions consisting of 1) existing volumes increased one year at 3.5 percent (See Exhibit 6) and 2) background plus site traffic consisting of the projected background plus the projected trip generation for the Gallatin Center plots 9 and 10 (See Exhibits 7 and 8). Table 5 and Table 6 summarize these scenarios,respectively. Table 5 Year 2001 Background Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19tt'Avenue at Deadman's Gulch(unsignalized) 0.0 A 0.0 A 19 'Avenue at Valley Center Road(signalized) 8.1 A 15.1 B Valley Center Road at Catron Street(2-way stop) 7.8 A 15.4 C Valley Center Road and Driveway 0.0 A 0.0 A 19 'Avenue and N. Driveway 0.0 A 0.0 A l 9'Avenue and South Driveway 0.0 A 0.0 A 1-90 westbound ramp at 19 'Avenue(unsignalized) 36.9 E I-90 westbound ramp at 19 Avenue(signalized) 13.7 B 17.6 B I-90 eastbound ramp at 19 Avenue(unsignalized) 11.5 B 11.8 B Note: unsignalized analyses results show critical approach The study intersections are anticipated to operate at satisfactory levels-of-service for year 2001 background conditions. Table 6 Year 2001 Background plus Lots 9 and 10 Trip Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19"'Avenue at Deadman's Gulch(unsignalized) 0.0 A 0.0 A 19 'Avenue at Valley Center Road(signalized) 9.7 A 20.1 C Valley Center Road at Catron Street(2-way stop) 11.2 B 18.1 C Valley Center Road and Driveway 10.0 B 10.9 B 19 Avenue and N.Driveway 14.5 B 12.4 B 19 Avenue and South Driveway 14.5 B 12.8 B 1-90 westbound ramp at 19 'Avenue(unsignalized) 148.6 F Kimley-Horn and Associates, Inc. Page 7 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 1-90 westbound ramp at 19 Avenue(signalized) 15.8 B 20.1 C I-90 eastbound ramp at 19'Avenue(unsignalized) 12.0 B 13.2 B i Note: unsignalized analyses results show critical approach Based upon the analyses for this scenario,the following improvements will need to be considered after the Gallatin Center is open and is occupied: • Signalization of 19`h Avenue and the WB I-90 ramps upon meeting the appropriate signal warrants. It should be noted that the conditions along N. 19t' Avenue at the 1-90 ramps are degrading due to background traffic. This signal is required due to the development throughout the Bozeman area, not necessarily the Gallatin Center. As such,the cost of this signal should not be borne solely by the Gallatin Center developer,but shared by developers throughout the entire corridor. Year 2006 Horizon This study period evaluated background conditions consisting of 1) existing volumes increased six years at 3.5 percent annually(See Exhibit 9), 2)background plus site traffic consisting of the projected background plus the projected trip generation for the Gallatin Center development(See Exhibits 10 and 11), 3) background plus site traffic consisting of the Gallatin Center traffic showin in Exhibit 10 plus the site traffic generated by Cattail Creek (See Exhibits 12 and 13). Table 7, Table 8 and Table 9 summarize these scenarios, respectively. The analyses were performed using the Highway Capacity Software(HCS)and the output sheets are provided in the Appendix. Table 7 Year 2006 Background Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19 'Avenue at Deadman's Gulch(unsignalized) 0.2 A 0.4 A 19 'Avenue at Valley Center Road(signalized) 8.4 A 15.7 B Valley Center Road at Catron Street(2-way stop) 8.0 A 11.9 B Valley Center Road at Catron Street(4-way stop) 10.4 B 10.8 B Valley Center Road and Driveway 0.0 A 0.0 A 19 Avenue and N. Driveway 0.0 A 0.0 A 19 Avenue and South Driveway 0.0 A 0.0 A I-90 westbound ramp at 19 'Avenue(unsignalized) 105.6 F I-90 westbound ramp at 19 Avenue(signalized) 14.0 B 18.2 B 1-90 eastbound ramp at 19 Avenue(unsignalized) 12.8 B 13.3 B Note: unsignalized analyses results show critical approach Based upon the analyses for this scenario, the following improvement will need to be considered due to area growth unrelated to the study sites: • 19"'Avenue at the westbound 1-90 ramp will need to be signalized. Kimley-Horn and Associates, Inc. Page 8 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Table 8 Year 2006 Background plus Gallatin Center Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19 Avenue at Deadman's Gulch(signalized) 8.8 A 35.3 D 19 'Avenue at Valley Center Road(signalized) 17.9 B 33.1 C Valley Center Road at Catron Street(2-way stop) 21.2 C 1 71.5 F Valley Center Road at Catron Street(4-way stop) 12.4 B 16.2 C Valley Center Road and Driveway 13.2 B 21.2 C 19 Avenue and N. Driveway 20.4 C 18.5 C 19 Avenue and South Driveway 20.9 C 20.6 C I-90 westbound ramp at 19'Avenue(unsignalized) 2052.6 F I-90 westbound ramp at 19..Avenue(signalized) 21.9 C 27.8 C I-90 eastbound ramp at 19'Avenue(unsignalized) 18.0 C 30.6 D Note: unsignalized analyses results show critical approach Based upon the analyses for this scenario,the following improvements will need to be considered after the Gallatin Center is open and is occupied: • Signalization of N. 19`h Avenue and Deadman's Gulch upon meeting the appropriate signal warrants. • Widening N. 19a' Avenue from Valley Center Drive to Deadman's Gulch for an auxiliary lane for accelerating and decelerating right turn traffic. • Adding a right turn lane for southbound traffic at the intersection of Valley Center and Catron • Valley Center Road at Catron will need to be converted to a 4-way stop The configurations are shown in Exhibit 14. The 2020 condition, as shown below,will require that the auxiliary lane for southbound traffic be converted to a general purpose lane. Traffic volumes in the future may still require an additional auxiliary lane for southbound traffic. It is recommended that the development take the additional right of way requirement for this future lane into consideration. Table 9 Year 2006 Background plus Gallatin Center plus Cattail Creek Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19 Avenue at Deadman's Gulch(signalized) 82.2 F 19 Avenue at Deadman's Gulch(signalized, right 23.6 C 42.9 D turn overlaps for EB and SB traffic) 19 Avenue at Valley Center Road(signalized) 27.6 C 46.6 D Valley Center Road at Catron Street(4-way stop) 22.4 C 52.5 F Valley Center Road at Catron Street(signalized) 10.8 B Valley Center Road and Driveway 16.8 C 49.9 E 19 'Avenue and N. Driveway 24.4 C 23.7 C 19 Avenue and South Driveway 25.0 D 26.8 D 1-90 westbound ramp at 19 Avenue(signalized) 27.2 C 35.0 D 1-90 eastbound ramp at 19 Avenue(unsignalized) 46.5 E 70.7 F I-90 eastbound ramp at 19 'Avenue(signalized) 10.4 B Kimley-Horn and Associates, Inc. Page 9 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 Note: unsignalized analyses results show critical approach Based upon the analyses for this scenario, the following improvements will need to be considered after both Gallatin Center and Cattail Creek are open and are occupied: • Signalization of N. 19t' Avenue and the eastbound I-90 ramps upon meeting the appropriate signal warrants. • Adding an acceleration lane for right turning eastbound traffic at Deadman's Gulch and N. 19"'Avenue. • Revising the traffic signals at N. 19`h Avenue and Deadman's Gulch to permit overlapping right turns. The intersection of Valley Center Drive and Catron will experience high delay once the entire development is completed. The majority of the delay is associated with westbound traffic on Valley Center Drive turning left onto Catron. This delay does cause a LOS F condition, however the volumes associated with this movement may not justify a signal. Once both of these projects are completed, additional transportation infrastructure is anticipated to be completed in the area. This includes N. 27`h Avenue, amongst others. These new developments will reduce the dependency on the Cattail Creek development and the Gallatin Center development to use Valley Center Drive and Catron. It should be noted that the conditions along N. 19`h Avenue at the 1-90 ramps are degrading due to background traffic. This signal is required due to the development throughout the Bozeman area, not necessarily the Gallatin Center. As such, the cost of this signal should be shared by developers along the entire corridor. Year 2020 Horizon This study period evaluated year 2020 conditions consisting of existing volumes increased twenty years at 3.5 percent annually plus the trip generation for the Gallatin Center and the Cattail Creek Subdivision(See Exhibit 15). Table 11 summarizes the results. Table 10 Year 2020 Conditions Intersection AM Peak Hour PM Peak Hour Delay LOS Delay LOS 19 Avenue at Deadman's Gulch(signalized) 81.8 F 137.6 F 19 Avenue at Deadman's Gulch(signalized,2 NB 16.1 B 20.8 C and SB thru lanes) 19'Avenue at Valley Center Road(signalized) 55.2 E 119.4 F 19"lv Avenue at Valley Center Road(signalized,2 NB 27.7 C and SB thru lanes, dual EB lefts) Valley Center Road at Catron Street(unsignalized) 50.6 F 110.0 F Valley Center Road at Catron Street(signalized) 15.8 F Valley Center Road and Driveway 20.4 C 51.9 F 19'Avenue and N.Driveway 57.9 F 47.6 E 19 Avenue and N. Driveway(2 SB lanes) 17.0 C 19 Avenue and South Driveway 60.1 F 57.8 F Kimley-Horn and Associates, Inc. Page 10 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 19 'Avenue and South Driveway(2 SB lanes) 16.6 C I-90 westbound ramp at 19 Avenue(signalized) 38.5 D 88.1 F I-90 eastbound ramp at 19'Avenue(signalized) 18.5 C 29.8 D Note: unsignalized analyses results show critical movement Based upon the analyses for this scenario, the following improvements will need to be considered: • Revising the lane configurations on N. 19'h Avenue over I-90. • Rebuilding N. 19`h Avenue from the I-90 eastbound ramps to the south, likely to Baxter lane (at a minimum)to permit two northbound and two southbound lanes along the entire corridor. • Adding an additional eastbound left turn lane at Valley Center Road and N. 19`h Avenue. • Revising the traffic signals at N. 19`h Avenue and Valley Center to permit overlapping right turns. The configurations are shown in Exhibit 16. The analysis for 2020 conditions assumes that the Bozeman area continues to grow at an average rate of 3.5%per year. The zoning for the 19a' Avenue corridor will permit a significantly higher growth if this land develops. It is strongly recommended that future traffic impact studies alon the entire corridor analyze the area near the Gallatin Center as well as the I-90 ramps at the 19 Avenue Interchange. Recommendations Based upon the analyses conducted for this traffic study of the proposed Gallatin Center and Cattail Creek Subdivision developments, traffic operations will be at satisfactory levels with the improvements recommended for each scenario. Although signalization has been reviewed as a mitigative measure, an intersection must meet signal warrants per the Manual of Uniform Traffic Control Devices and be approved by the appropriate agency before being installed. The intersections of 19u' Avenue and both the east and westbound ramps at I-90 and 19`' Avenue/Deadman's Gulch appear to need signalization for the scenarios noted. However, it is not customary to approve a signal based upon traffic projections. Therefore, after the development is in place and operating, a signal warrant study should be conducted. A second southbound lane will need to be added to 19`h Avenue to accommodate the added turning volumes into and out of Gallatin Center. The other capacity improvements, i.e. lane additions should be implemented as noted in the text. Table 11 summarizes the study findings and recommendations. Table 11 Study Findings Study Horizon Impact Mitigation 2001 Background plus 19 Avenue and westbound I-90 Signalize intersection of 19 Avenue and Gallatin(9 and 10)trips ramps fail I-90 westbound ramps 2006 Background 19L'Avenue and westbound I-90 Signalize intersection of 19-Avenue and ramps fail I-90 westbound ramps 2006 Background plus Valley Center Road and Catron Convert intersection of Valley Center Gallatin Center Street fails Road and Catron Street to a 4-way stop 2006 Background plus 19111 Avenue and Deadman's Gulch Signalize intersection of 19 'Avenue and Gallatin Center trips fails Deadman's Gulch Kimley-Horn and Associates, Inc. Page 11 Traffic Impact Analysis Gallatin Center and Cattail Creek June 2000 2006 Background plus 19—Avenue and Valley Center Add a right turn lane for southbound Gallatin Center trips Road fails traffic on 19'h Avenue 2006 Background plus Insufficient capacity along Add auxiliary lane to southbound 19 Gallatin Center trips southbound 19`h Avenue Avenue for accelerating/decelerating right turns 2006 Background plus 19'h Avenue and eastbound 1-90 Signalize intersection of 19''Avenue and Gallatin Center plus ramps fail I-90 eastbound ramps Cattail Creek trips Add an acceleration lane for southbound traffic on 19d'Avenue receiving right 2006 Background plus 19t'Avenue and Deadman's Gulch turn traffic from eastbound Deadman's Gallatin Center plus fails Gulch; Cattail Creek trips Convert signal to permit overlapping right turn movement for southbound and eastbound traffic Year 2020 1-90 ramps at 19 Avenue Revise lane configuration across the intersection fails structure for more efficient use Convert 19'Avenue to a four lane Insufficient capacity along 19t' facility(with TWRTL)and potential Year 2020 Avenue auxiliary lane for acceleration and deceleration of southbound traffic entering/exiting Gallatin Center Revise geometry to permit dual left turn Valley Center Road and 19`' lanes for eastbound traffic; Year 2020 Avenue fails Convert signal to permit overlapping right turn movement for southbound and eastbound traffic Kimley-Horn and Associates, Inc. Page 12 APPENDIX EXHIBITS �90 '� T AMA O �qMA I/ry CCFY cFNrF CATRON// R STREET R�qO Tr DEADMAN'S GULCH (PROPOSED) w D z w .� T t LEGEND �❑ • Study Area Key Intersection NORTH z — Proles Acoew Driveway NTS 063503000 � )ocpoc) AM(PM)Peak Hour Truffle Volume GALLATIN CENTER 2000 EXISTING TRAFFIC CONDITIONS EXHIBIT 1 ❑�❑ Kimley-Hom and Associates,Inc. 0002 VO :10 :61 60 un0 tuj 6Mp-saun5ij\sgtgTqxa\uewazog-OOOE05E90\oldl-\ :g :19(74) i ,-24(�) 1c s O FY CATRON CEj�TFR R STREET Oq0 11(25) a Tr 244(230) y J F-55(259) j�-16(147) 272(14-3)---lo f 4(12)---, iM� R\ 67(109)-� 1 T 59(150)—j DEADMAN'S GULCH (PROPOSED) z w Q T LEGEND �© • Study Am Key Intersection N O R T H Z _ Pro)ea Aocese orlvewey MTS 06J503000 XX(XX) AM(PM)Peak Hour Trafflc Vdume GALLATIN CENTER 2000 EXISTING TRAFFIC VOLUMES EXHIBIT 4 ❑ I irnley-Horn and Associates,Inc. 0002 LG :CO :61 60 unp tuj 6rlp*saun6tj\sgigTqxa\uewazog-OOOE05Eg0\ogdq-\ :g I-90 - 2% 1 5% 2% 10% 5% \\ 28%\ SITE 5% 6% Baxter 5% �69/. Oak a > � a �z z 26% EXHIBIT 5 Gallatin Center Trip Distribution m� 9p Rq�A CATRON CEj�TeR Rp STREET 11(26) 53(199)--, s <—57(266) zee(134)--)- a(12)---, 69(113) T (1`5)— DEADMAN'S GULCH (PROPOSED) s w a D w Q T t LEGEND �❑ study Area Key In ersecuon NORTH z — Project Access Drlvewey NTS 0635030DO <— XX()O() AM(PM)Peek Hour Traffic Volume GALLATIN CENTER 2001 BACKGROUND TRAFFIC VOLUMES EXHIBIT 6 ate❑ Kimley-Hom and Associates,Inc. OOOZ VC :VO :61 60 oaf tij 6Mp'sain6tj\sgtqtux@\Uewazo8—OOOE05E90\ogd4—\ :O NI W L�29(94) MA � O R,gMA CATRON STREET R�q� T l' 4(13) 4=21(60) 21(60) �c � �N 23(110) 8(40) 0 �C 12(56) N(7 t0 DEADMAN'S GULCH (PROPOSED) _ w T Z 13(64) w N l7 a LEGEND NORTH Study Area Key Intersection NTS 063503000 Z Project Aooew Driveway GALLAT I N CENTER F— X«(XX) AM(PM)Peak Hour Traflle Volume 2001 ADDITIONAL TRAFFIC VOLUMES EXHIBIT 7 ( LOTS 9 AND 10 ) ❑�❑ Kimley-Hom and Associates,Inc. 0008 90 :90 :61 60 unr tuj help-saunbij\sgtgtqxa\uewazog—OOOE05E90\ogdq—\ :g m_ oJJf I :f--'20 (M / IL 54(177) qM "� A v� �W �o 9p _ �gtibo ry<<EY CAaff TRON CENTER R a f STREET Oq0 11(26)— r S7(212)-- F 57(268) E—95(�) a 38(212) 282(134)-� _ 325(417)—30 (0pp 6(17) 1 92(223)-a !6(195)-y c�N �I W T 1 12(56) N r DEADMAN'S GULCH (PROPOSED) s w T Z13(64) W N� Q m T LEGEND �❑ • SWdy Area Key ln*secuon m NORTH Z — Pro)ed Access Driveway NTS 063503000 GALLATIN CENTER xxCog AM(PM)Peak Hour Tral6cVolume 2001 BACKGROUND TRAFFIC VOLUMES EXHIBIT 8 PLUS LOTS 9 AND 10 ��❑ Kirnley-Horn and Associates,Inc. 000e VT :90 :61 60 unr tjj bmp'sajn6tj\sgtgtqxa\uewazoo—OOOE05Eg0\oldl—\ :g :23*(91) �30(111) mn IA N O� AMA DENT CATRON ER STREET RO'�O E(31) ^b E-68(318) fir—20(181) 334(159)� 0 �r� 1 82(134) 318(184�-y DEADMAN'S GULCH (PROPOSED) z w Q T LEGEND J I* S"Area Key InWmedw O R T H Z _ Projed Aomw Ddvemy NTS 063503000 XXM) AM(PM)Peek Hour Traffic Volume GALLATIN CENTER 2006 BACKGROUND TRAFFIC VOLUMES EXHIBIT 9 ❑mll Kimley-Hom and Associates,Inc. -4- 0002 ZV :90 :61 60 unr tuj 5mp,saunbij\sltgTgxa\uewazo8-OOOE05Eg0\oqd}-\ :g R Y 178(378) 9 0 . 9� �qMA CATRON ceNTE'4 ROq STREETtz 0 T� r—45(49) '�-135(146) 27(� c a=118(243) 4(4) 7(19)—y i 157(351) T 20(156)---j ^S 0 N NN I I 34(110) r M DEADMAN'S GULCH (PROPOSED) w � T 34(110) � r 1� I� V..1 w IC �y Q �� �(97) �' T s LEGEND r0) N N y N O FRTH 84(274)� rV • Stuay Area Key IntomocUon N NTS 063503000 ^N Z Prated Access Drlvewey GALLATIN CENTER x«w) AM(PM)Peak Hour Traffic Vdume 2006 ADDITIONAL TRAFFIC VOLUMES EXHIBIT 10 (GALLATIN CENTER ONLY) ❑�� Kimley-Hom and Associates,Inc. 0002 02 :90 :61 60 unp lij 6►4p,saun6tj\sgigTqxa\uewazoo-OOOE05E90\oldl-\ :g :23(91) -z ( A �!2 90 BEN r CATRONv � FR R O s STREET 0 14(31) T 7932 � 45(49) r-135(146) 4=68(318) E-258(879) t—93 075) 4(4)�1 334(159)— 657(973)---> 12(34) F i 239(485) � T (340)---. N m 1✓ I qI 34(110) M1 DEADMAN'S GULCH (PROPOSED) z 12 a w � T z 34(110) _ � I^ j Q � L Q "Arm© (97)--X T t LEGEND N O FR'T H • Study Aree Key Intersection PITS 063503000 N Pr4ed Atom Driveway Z GALLATINCENTER E— xxm AM(PM)Peak Hour Traffic Volume 2006 TOTAL TRAFFIC VOLUMES EXHIBIT 11 QGALLATIN CENTER ONLY) ❑�❑ Kimley-Horn and Associates,Inc. 0002 92 :90 :61 60 unr tuj bmp*saun6tj\sltgTgxa\uewazog-OOOE05E90\oldq-\ :9 ----- :250(174) /\90 \� T A <o N 90 Y CATRON cFNr FR R STREET O' 'D E(226) F 338(235) SIN r—338(235) o V N� i 175(283) T 69(112) C N O(O mT �Op N DEADMAN'S GULCH (PROPOSED) w T z s w rdl Q �© 16(26)� T t LEGEND H 8( ) N ORT � • SWdy Area Key Intareeglon NTS 063503000 00) Z — Project AcomDrlveway GALLATINCENTER +— WN AM(PM)Peak Hour Traffic Volume 2006 ADDITIONAL TRAFFIC VOLUMES EXHIBIT 12 (CATTAIL CREEK) Kimley-Horn and Associates,Inc. F-01 0002 10 :130 :6; 60 unp tu,i 6rlp-saun6tj\sltgTgxa\uewazog-OOOE05E90\oqd}-\ :g H �23(91) 459(60) TT} A \ N v 90 �<<FY CF CT TRON �TFR Roq s STREET 0 14(31)� T I F t r�45(49) r--135(146) (320)---A C E—68(318) 4 596(1113) �431(610) 4(4)�1 33d(159) i�. 414(768)�, T 7(452)---S iioo) IaO V^ n N Rl T 34(110) 5"_ ^N DEADMAN'S GULCH (PROPOSED) a � T z 34(110) Q LLJ © 46(123) T LEGEND NORTH 292(610}-3 WS 0e3503000 8 Swdy area Ivey Intersection z — Pro)e t Access Driveway GALLATINCENTER X«(XX) AM(PM)Polk Hour Traft Volume 2006 TOTAL TRAFFIC VOLUMES EXHIBIT 13 (CATTAIL CREEK) ❑=� lftley-Hom and Associates,Inc. 0002 90 :80 :61 60 unrIjj 6Mp*sajn5ij\sgigTqxa\uewazo8-OOOE05E90\oldq-\ :g o 90 �qMA <<F y CATRON cFNrFR Ro STREET 0 r?� DEADMAN'S GULCH (PROPOSED) w �T �o LLJ z a -C LEGEND NORTH KM 0635030M SAY Am�Y Intereecllon z P�ed Acom y GALLATIN CENTER XXCkQ AM(PM)Peek Hour Traffic Volume 2006 TRAFFIC CONDITIONS EXHIBIT 14 (GALLATIN CENTER ONLY) ❑ Kimley-Hom ate and Associates,Inc. 0002 6E :g0 :6i 60 unp tuj 6Mp-saun6tj\sltgTgxa\uewazog-OOOE05E90\ogdq-\ :g N v qM m A �Z3 9� VQ, , <<Ey cENrFR �c. CATRON ROgO STREET 22(50) T �45(49) �135(146) 2(467)� �110(516) E-599(1286 4(4) r 444 722) �r 543(258) 057(1357H 465(852) --F 705(566)�j co o N Cr n� 1T 34(110) r N C(li DEADMAN'S GULCH (PROPOSED) wz LLJ LLJ 1 46(723)�' T t LEGEND 2(610)� N O R T NTS 063503000 �H t7 Z • S�wdy Area Key Interaectlon N O 9a A==Driveway � GALLATIN CENTER E- XX(OO AM(PM)Peak Hour Traffic Volume 2020 TOTAL TRAFFIC VOLUMES EXHIBIT 15 ate❑ Kimley-Hom and Associates,Inc. 0002 O2 :60 :61 60 unp tuj 6Mp,saun6tj\sgtgTqxa\uewazog-OOOE05E90\ogdq-\ :g 9� VA CATRON CEN�eR ,p0 °o STREET 40 0 CD �T DEADMAN'S GULCH {PROPOSED) w ( �T o Z bi LEGEND \1®❑ • Study Area Keylntersecdon NORTH Z — Project ncom Driveway NTS 063503000 <— XXQOQ AM(PM)Peak Hour Traffic Volume GALLATIN CENTER 2020 TRAFFIC MITIGATION CONDITIONS EXHIBIT 16 Eco❑ andKim A-Ham and Associates,Inc. 0002 LO :01 :6>; 60 unp tij 6Mp-saunbij\sgigTqxa\uewazog-OOOE05E90\old}-\ :g 044 SFCf10NOMLRIE O lF>A4T,,0.IA1 2OWp A-s O R'O G Igrm 1/4 wk sm 36 11�44'2S'E 20� ,625.91' gON� COSTCQ��2,D LEGEN a0H K PARE A L 2l0i 1.B-2 f3LOCIC B 0 BLOCK 3 G ,�-� 2 ; w t43N E 1 a 6 2 ONj� FROMM LAC r �1 0"At 0.777 K 0./1/AO IMI IO � E03104 VRlff!USl3RM 033K R—,3 ZCNt�r _3 ZO��ri R_i.XQ At 0 11p1 vrur,rtim+l7a >ew RcnArloa 60•WIDELk COUNTY CAT"87F,M ~—ROAD CASEMEHf N'ar ,� ARC IONRN A. CEMMIL ANAL r64cr a ohs r.an ns 6 NAo ru2R rant rc 11EQNWJO . tt3xTA2 t1 10 TARGET Um K o1a K — --- 9 ,. —J IJMAC xnrK 'o' 1 1 CT W y� a1u it 3 rTON /� 0 QN lw" 6 oaour 3 — PAS k Y a412 K 6 asa K Q ti fi am k O / to,wtm vrlun ek-0e,T J CD XO m a N 8 6 1.>n u c Z LW K (y am K DOWNY LANE C,> aw3K Nca>u N `E' N 0 1 110I0' zcfl' 3010' h § �v S C A L E 4 OG07Y'D rc urmr Y NO am Alt �y euiaw,..say un u.<cl wc«s�.e ra, i.:t. ('� MADIM 0-1, K.e.Mt.3$A 2,0 S TCI Lq 8 6 9 WATM LOT 3.1.," SANDAN„�T E6T >a ND., w a♦a K „� mom, LOT I N1t PARK 17-V 4 5 MOM 1.53 AC. oA3r 0411 x LAND USE AREASmuwi r2En %ft Dmm L-saw 6 R 3 s♦Aea6 200113 s3Axi0 0A2WA — 7 0.Q1 AC2 R3 03,SW.1 Nt Nr, 03,]00.11 E%tSTINC LOT lNES R o � � xt NA NA3DM SAVANNAH STREET �y � y 3 IF1 0,440.1 Nt RA 01AN.7 - , ♦ If1 473AML7 IN rN a7UM7 �� 6 R-O 3/0$11.1 12LOY1.7 mM2,100A QQ PROPOSED (�j� • • OA, K 4 0 R-3 N7Al2A 202AW.0 OP44 0OA254 Q A)INEXA LINE •...• 7 R-3 105061A NA Iw IMMIA O ~ - 1A02 K a R-0 232,NU Nt NA 232.119BA CD 4 0.T R-0 1 ml Nt NA 10],703.I EL 0 •Q ,.102 K ,L14 AD ;l-w L ,.701,010A 412.M7A 33,aa.3 c227.ON.4 LL7 • R220 i� 0 sntlzr 1fA1L/i2d1 r14A4IA �--i QA\'� �O v mix 2M1.WOA •�jj 12 SNOWBERRY LANE G C 6 6 (7C7 1,OC • ,I00 4 IAu Aa �� �• 1.200 K CD r p H JOB CID LL. ��jl7J� • ,A26 K 1 cm • ® "m K ft— a Y p ra wa 1.46 K U • �� ® N - 1.w u U �a.smsRrato . LOT UL rill NO.145A - CD o IR17 K (pp7C 17 Vfl2Y fASOANf • NIAT IA77Of VR1H UOPm DEAdMAN'S GULCH m m swo,sa,# �I 1126.ts• / • • • '� w+etfuA sysDc ZON10 A-3 P.O.B. C WOO' co = o PROPOSED PRELIMINARY PLAT OF CATTAIL CREEK SUBDIVISION, PHASE 1 „ar (D N ANNEXATION LINE • N A PARCEL OF LMD BEING PORTIONS OF LOT 2A OF MINOR SUBDIVISION NO. 145A AND TRACT 2 OF CERTIFICATE OF SURVEY NO. 2050 CD LOCATED IN THE NW 1/4 do IN THE SW 1/4, SECTION 35, m T1S, R5E, P.M.M., GALLATIN COUNTY, MONTANA I ( q m LiTOTAL AREA., 60.650 ACRES � OWNERM. �u '] CD ROGER B. A CDM Q SANDRA D..HIJALTOILTO PL O D m ! ooBBOOX'1254 m BOZEMAN,MT 59771-1254 N N 8 PHONE: (405)787-4471 O RMMIA D.AYFDT,WRV K MMT z I a EXHIBIT 3 - CATTAIL_ CREEK SITE PLAN SECTION LINE DITCH " r0 t AOIRH t/1 tat 1[F b rip1'GOg 2WO NBr44'23'E %00a R 15m2l, 20t11 u' I EGENfI `Z COSTCO �� DESCRIEDON P11R 1 0 0.•,I M LO ci �� Yj 13 gy.115 B n B 0 ZOrttt�G 'A"� FR,�„'�"' DPOI � T a LINE sn�r uNt SPUN 3 namro vnm u:o1olT am M am M aW M ratio M ur1 M t540 AC 3 K.�R_ %oNtl,G —3 I, R' $TREET 3B'81NAM SUMM L„E 60'WIDE COUNTY © WuUmw • �-ROM EASEMENT CAT"Q� CAT" •" ��m � IaOUS RM MO UP TRWr$M!7.WN C� caaft AIIpL nAB A e • PA& PONT a BEOP11" 20 TARGET OAM M om M N =A At LOT 6__'Al oA �Lw SUBS �y� Q u M k- LLJ 0 F- ,fir � eaoa (S Cn LLJ 'V L' /., X w St W e 3 a P H S Y a1aM e 674/M Q Y. nbn M / Say h m 11 m 5 yyy� 1Ja)C z tJb AD C-4 WR s 00'x A �7 am M DOWNY LANE QC� om R.dl ° I I II zoo' 300' �U Z 4 S C A L E lo'vRRY NO a4@2 M CT '�y evn•o sss.wT u.c a 1.,c«sua.a 14a4 0, vo TCI • SANDAN w a+aM ��� � I F®IlIXO OF LOT Rk DR SUR RO.1 LOT 1 PARK „� 4 11 wA"s• LAND USE AREAS(wAwE Fan 1.53 AC. 4 a uax x«c a s wa am V+ TOM IVDE vault rtsaclr am M A-1 SA44a4 7a0113 25A0a0 64,00)A SAVANNAH STREET c� eXsnHc LOT LNES �1 w �.w y 0 Ift $1.440.1 W NA 61.HD.1 y M l 473,M21 W M 473,[ 7 O ••• 0*2 K. p500' )OS 0 " M6.211.1 I o W N1,100A PROPOSED 0 R-7 10,4120 XZM0 9A744 4WA2PA Q AN.NEXATIO LINE N v�.v v 4 ) a-0 I"MIA W rM ia,ml O t y ,AnAc B A-0 232.Pi4.4 W RA t32.OD6A O : Om _(� L U04/C A A-0 1a4MT.1 W 1N 141.M. Cu M ACa 1.107 SVBfOTIL 1J01,016A 41221)9 A.01.0 22274 Ln �• .(� /. 0 mW omlaTw 414541.1 a--1 wA\'� 71O tT �` TM 2A4,,OOPb �, of � •My,: SNOWBERRY LANE OG 5 1J)PAt ry r.4n M • „B4 4 I'M AC,a... . ,, • 14iMClt 1100 M O C .. pH � JOBd� L LL- �liAG ® g�0 5 »vAt • PAR[A rf 0 . 2d21 M U 3110 a Y � 3 tlee Ac U LOT 1L No.14U U O ro.n Ac O E_-na 10 vnr WA w • vmn "°meA "'"'F"'°a" DEADMAN'S GULCH m • • • • +a f S89'41U A,fam SG 10,1WO A1S26.15' _ P.O.B. C v2T r/1 cat itC x V • • • • /IIM h P 51 00' co _ PROPOSED ;• • • PRELIMINARY PLAT OF CATTAIL CREEK SUBDIVISION, PHASE�1��� moo aj 19;1ANNEXATION LINE ' A PARCEL OF LAND BEING PORTIONS OF LOT 2A OF MINOR SUBDNISION NO. 145A AND TRACT 2 OF CERTIFICATE OF SLRVET NO. 2050 p LOCATED IN THE NW 1/4 do IN THE SW 1/4, SECTION 35, OD <: T1S, R5E, P.M.M., GALLATIN COUNTY, MONTANA I m L4J TOTAL AREA: 60.650 ACRES 00 • • OWNERS: O C� ♦� a 0 ® ROGEB.HAMIILTONR • • p SANDRA D.HAMIBTON, O m PO BOX 254 TT, BOZEMAN,TAT 59771-1254 ^ N CID PHONE (406)5e7-4451 N O ,..•RO)PAO A AAFIDL wfa'rL A1fWDT Z K I D C d EXHIBIT 3 - CATTAIL CREEK SITE PLAN �' TRAFFIC VOLUMES m _ C� tti Orr N N f- M r () 00 O t (1) CV) •--' OD (D co r O r. O CD t r O It CDfl- O con (D m cofM I ti o 0) s-1 r r (n r r r r (n r N N N CO N N N r C 0 0 0 0 O o 0 00 O O CD CD O (DO O CD 0) O Z O o 0 0 O 00000 0,010,0 o lor O CDO O ~ IL C F 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 co 0 �.r d wC ` ` 3000OMrn OOMrcol 00 � M p � � O N F- NNMM r NMNN (D co 00 Mrs Cl) Q � J O O (/� �. CD I- O CO r 00 1- M O In 0 0 0) N O N CD o 4.1 O EZ �- rNN CO MrrN 00 � CDf� CO N h O (n N H O = u. E O O O Cl O O o 0 0 0 0 0 0 o O o 00 0 0 O � Z L O t0 r M m f� Nln00 N � Mlncn O ~ rLo c7 rNNN m NN r t co rn A EEso0oo 0 0000 O .- 000 r .- 000 o L u- O r M 00 In M In In In O � N N Co I m 0 0 0 0 0 0 0 0 0 o O o 0 0 0 � J O Z LO o O CV 00 O ~ r CO f- M In M O O ~ 1 EF- chtnrnC) N (fl (nvti N CV) vqtu) qt 'tvCV) O ' L U. i ' :3NinO � r � NOO CO � � N t� CONO Q.' P to to o to g cn o cn g o in _ Q r Met a r M v a r M d a r M V ocococo o � �tv occi �ciui m o i0 o io C is C is ( H coH F' 0 M 1 m _ C) R1 ti CO co L -t M 00 r (O d Co 1� Ch N t` (- O CO O M (O N (O w ti 0 0 ti O (D CV) Lo to O O (D ' 0 r r N N 1� r r r . (O N N N N 0 m m N N F M N It M N r e- 00 N r C7 co CA ('- O CO Cl) y J d OO O O O O O O O O O O O O O O O O r 0 r L LL L O 0 CY) (D N `- M M M ch ao CO N Lo `- r r to r 00 (O (D I� N � M �' t1') M co to to to to N �+ 0 0 0 0 O 00 O O O O O O O O O O O O O Q � J Lo M O r O) �- � It O N ce) FMCcoI Ln a0 � � t» 00 C) NNN CO toCDMN I� �- r r r �- r r In r 1L ` oM0 •- O O Mtoti 0 1 NM T Ntc) ISM � i- r N () (D r r r N r r CO o Z C 0 0 0 0 O O O O O O 000 O O O 1071 O a+ W J N � 7 W - 0 0 0 0 O O O O O O O O O o O O O CD CDO O ~ LLL c o 00 00 0 0 0 0 0 0 0 0 0 0 0 ( 0 0 0 r m c uj L. l1) O () CO N t� CO tt 0p M F Mr- rN CO N rrr Cp rinM (D N r (Af� ll� '= J O Z I- torMO) OOMU-) co 00 t0 NCA � CO O H 4 ql CO CO N tf) � � � co r [I- to Lo CD N to to to d N O L C U. L 3 �.. 0000 O O 000 CD 0000 O 0000 O w.. c g to o tn to C* Lo to o w g ko o in Q � M !t QrcgV Q. T: Mle a � Mv a) C ti 1- 1ft o do eo do 0 V v C Lo %n %D m o m o o o m d 1� co 0 ~ 2 2 2 = W V N O M (0 l ti (D e- M 1` ct N N O 0p f- Lo `- C O O M Io � p Cl) f� p 0 O .- O M t� M 00 Cl) M j � � NMN e-- N �- �- N 00 M MMM N Mgt MCM LO C L Fce) 04 ti 00 f� OOO (p r M N N N N O N N N O ,W J r y N 7 O t 0 0 0 0 O O O O O O O O O O O O O O O O O O F- � C C4 U- �; � � U � l� N �tC') � OV O CJMN (~ N �MsrMM r � t wLLO LO a 04! `v H LO CAD 0) 0) to 0) CO N 00 .~- _ *+ O VO nrnOOch 7 j O N L O N 1- O 0) N Cr1 O O O O O co �t s- 0p N O O ~ etcYcflcD N 0 � O0 dM' � � - - LO C LL O > F- OOOO 0 e- OOO 0000 O 0000 O a+ a y� L r � O0Oo 0 I'D 0Oo 0 000O CDoc� oo r, W J W E t 0 0 0 0 o 0000 o O o 0 0 0 0 0 0 0 0 Z o �' L LL i C 1 0000 0 O O O O O 0 0 0 0 o O O O O O L. C c ti000 .- .- 00OO o O000 0 o0po 0 = J Zrn c0 .- 00 M M = N c0 O O �t c0 N c0 00 �t N 0 O r, In O) E CO d' M co ti O ti M O co CO 1� M ` O / lL N O co co a0 O O Co ti B LO O c0 cn MIt dT:? to aTMIt N 0 1� 1� h O CO 00 00 0 ii 0 to LO In R 0 0 E ~ 00 H O 0 = L L 2 = 'I ICI mil �nn�ll _ 1 = 2000 AM 2000 AM Fri Jun 9, 2000 08:26:58 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2000 AM Command: Default Command Volume: 2000 AM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:58 Page 2-1 ---------------------------------------------------------- ------ - - --------------- --------------------------------------------------------------------------- ----- Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 277 0 0 748 0 0 0 0 0 0 .0 1025 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 277 0 0 748 0 0 0 0 0 0 0 1025 #4 Valley Center and 19th Base 46 231 0 0 489 it 67 0 259 0 0 0 1103 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 46 231 0 0 489 11 67 0 259 0 0 0 1103 #5 Valley Center and Catron Base 0 0 17 0 0 0 0 272 4 16 55 0 364 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 17 0 0 0 0 272 4 16 55 0 364 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 289 0 0 71 0 360 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 289 0 0 71 0 360 #7 19th and N. Driveway Base 0 0 0 0 0 0 0 0 0 0 0 0 0 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 #8 19th and South Driveway Base 0 277 0 0 748 0 0 0 0 0 0 0 1025 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 277 0 0 748 0 0 0 0 0 0 0 1025 #9 19th and WB Ramps Base 129 103 0 0 321 18 0 0 0 24 0 19 614 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 129 103 0 0 321 18 0 0 0 24 0 19 614 #10 19th and EB Ramps Base 0 193 75 81 224 0 11 0 244 0 0 0 828 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 193 75 81 224 0 11 0 244 0 0 0 828 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative --------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 277 0 0 748 0 0 0 0 0 0 0 4 Valley Center 46 231 0 0 489 11 67 0 0 0 0 0 5 Valley Center 0 0 0 0 0 0 0 272 4 16 55 0 6 Valley Center 0 0 0 0 0 0 0 289 0 0 71 0 7 19th and N. D 0 0 0 0 0 0 0 0 0 0 0 0 8 19th and Sout 0 277 0 0 748 0 0 0 0 0 0 0 9 19th and WB R 129 103 0 0 321 18 0 0 0 24 0 19 10 19th and EB R 0 193 75 81 224 0 it 0 244 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 4-1 ---------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 4 Valley Center and 19th A 8.1 0.337 A 8.1 0.337 + 0.000 D/V # 5 Valley Center and Catron A 7.8 0.000 A 7.8 0.000 + 0.000 V/C # 6 Valley Center and Driveway A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 19th and N. Driveway 0.0 0.000 0.0 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 9 19th and WB Ramps B 13.6 0.293 B 13.6 0.293 + 0.000 D/V # 10 19th and EB Ramps B 11.3 0.000 B 11.3 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- .{ . Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- II --------------- II--------------- --------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- -------------- --------------- � Volume Module: Base Vol: 0 277 0 0 748 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 0 277 0 0 748 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 277 0 0 748 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 277 0 0 748 0 0 0 0 0 0 0 ------------ I--------------- ---------------11--------------- --------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 6-1 ----------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #4 Valley Center and 19th Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.337 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: is Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 ------------ --------------- ---------------11---------------11---------------� Volume Module: Base Vol: 46 231 0 0 489 it 67 0 259 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 46 231 0 0 489 it 67 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 46 231 0 0 489 11 67 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 46 231 0 0 489 11 67 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 46 231 0 0 489 11 67 0 0 0 0 0 ------------ --------------- II---------------II ------------------ II ------- --------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 0.98 0.02 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1853 42 1805 1900 0 0 1900 0 ------------I--------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.12 0.00 0.00 0.26 0.26 0.04 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.08 0.86 0.00 0.00 0.78 0.78 0.11 0.00 0.00 0.00 0.0o 0.00 Volume/Cap: 0.34 0.14 0.00 0.00 0.34 0.34 0.34 0.00 0.00 0.00 0.00 0.00 Uniform Del: 43.8 1.1 0.0 0.0 3.2 3.2 41.1 0.0 0.0 0.0 0.0 0.0 IncremntDel: 1.5 0.0 0.0 0.0 0.1 0.1 1.0 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 45.3 1.2 0.0 0.0 3.3 3.3 42.1 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.3 1.2 0.0 0.0 3.3 3.3 42.1 0.0 0.0 0.0 0.0 0.0 DesignQueue: 2 2 0 0 6 0 3 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 7.8 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ I--------------- --------------- ---------------II---------------� Volume Module: Base Vol: 0 0 17 0 0 0 0 272 4 16 55 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 272 4 16 55 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 272 4 16 55 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 272 4 16 55 0 ------------I--------------- 11--------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 276 xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1299 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1299 xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 8-1 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 11 0 0 0 0 1 0 1 0 0 1 0 1 - ---------- --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 289 0 0 71 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 289 0 0 71 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 289 0 0 71 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 289 0 0 71 0 ------------ I---------------11--------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- ---------------11--------------- 11---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- � �---------- ---- � �---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ------------- ---------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- ---------------- ---------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Growth Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Initial Bse: 0 0 0 0 0 0 0 0 0 0 0 0 User Adj: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Adj : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 PHF Volume: 0 0 0 0 0 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 0 0 0 0 0 ------------ ----------------- ----------------- ----- ----- --------------- � Critical Gap Module: Critical Gp: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 FollowUpTim: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ------------ --------------- --------------- -------------- ---------------� Capacity Module: Cnflict Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Potent Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Move Cap. : 1 1 1 1 1 1 1 1 1 1 1 1 ------------ I --------------- --------------- --------------- ----------------- Level Of Service Module: Stopped Del: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : 0 0 0 0 0 0 0 0 0 0 0 0 Shrd StpDel: 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Shared LOS: ApproachDel: 0.0 0.0 0.0 0.0 ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -----------=---11---------------11---------------11---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 277 0 0 748 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 277 0 0 748 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 277 0 0 748 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 277 0 0 748 0 0 0 0 0 0 0 ------------I--------------- --------------- 11--------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2000 AM Fri Jun 9, 2000 11:14:17 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Average Delay (sec/veh) : 12.3 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- II--------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 129 103 0 0 321 18 0 0 0 24 0 19 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 129 103 0 0 321 18 0 0 0 24 0 19 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 129 103 0 0 321 18 0 0 0 24 0 19 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol.: 129 103 0 0 321 18 0 0 0 24 0 19 ------------ --- ------------ --------------- --------------- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 339 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 691 xxxx 103 Potent Cap. : 1231 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 413 xxxx 957 Move Cap. : 1231 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 380 xxxx 957 ------- I ------- - --------------- --------------- __---------- --- � Level Of Service Module: Stopped Del: 8.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 15.1 xxxx xxxxx LOS by Move: A * * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 957 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 8.8 Shared LOS: * * * * * * * * * * * A ApproachDel: xxxxxx xxxxxx xxxxxx 12.3 ApproachLOS: * * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIGS - 2000 AM Fri Jun 9, 2000 11:14:17 Page 2-.1 --------------------------------------------------------------------------------- --------------- --------------------------------------------------------- 1 Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Base Volume Alternative ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----------I----------------I---------------- ---------------- -----------=----� HevVeh: 0$ 0% 0%- 0% Grade: 0% 0$ 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour -----------I---------------- I---------------- ---------------- ---------------- � Upstream Signals: Link Index: #13 Dist(miles) : 0.000 Speed (mph) : 0.00 SignalIndex: #4 Cycle Time: 0 secs InitVolume: 0 0 Saturation: 0 0 ArrivalType: 0 0 G/C: 0.00 0.00 *** Computation 1: Time for Queue to Clear at Each Upstream Intersection P: 0.000 0.000 gql: 0.00 0.00 gq2: 0.00 0.00 gq: 0.00 0.00 *** Computation 2: Time Intersection Blocked Because of Upstream Platoons alpha: 0.000 beta: 0.000 to (secs) : 0.000 F: 0.000 f: 0.000 0.000 vcmax: 0 0 vcmin: 0 0 tp: 0.0 0.0 p: 0.000 *** Computation 3: Platoon Event Periods pdom/psubo: 0.000/0.000/Unconstrained *** Computation 4: Conflicting Flows During Each Unblocked Period InitCnflVol: 339 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 691 0 103 UpstreamSat: 0 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 ConflictVol: 339 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 691 0 103 *** Computation 5: Capactiy for Subject Movement During Unblocked Period InitPotCap: 1231 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 413 0 957 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 PotentCap: 1231 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 413 0 957 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 AM Fri Jun 9, 2000 08:26:59 Page 12-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 11.3 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------- --------------- --------------- --------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- ---------------- --------------- � Volume Module: Base Vol: 0 193 75 81 224 0 11 0 244 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 193 75 81 224 0 11 0 244 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 193 75 81 224 0 11 0 244 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 193 75 81 224 0 it 0 244 0 0 0 ------------ I --------------- --------------- � � ----- - -- � � --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 268 xxxx xxxxx 617 xxxx 224 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1307 xxxx xxxxx 457 xxxx 820 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1307 xxxx xxxxx 435 xxxx 820 xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 7.9 xxxx xxxxx 13.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 820 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.2 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B ApproachDel: xxxxxx xxxxxx 11.3 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM 2000 PM Fri Jun 9, 2000 08:26:08 Page 1-1 ------------------------------------------------------------------....------------ Scenario Report Scenario: 2000 PM Command: Default Command Volume: 2000 PM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun -9, 2000 08:26:08 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 873 0 0 454 0 0 0 0 0 0 0 1327 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 873 0 0 454 0 0 0 0 0 0 0 1327 #4 Valley Center and 19th Base 314 559 0 0 304 90 109 0 150 0 0 0 1526 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 314 559 0 0 304 90 109 0 150 0 0 0 1526 #5 Valley Center and Catron Base 24 0 156 0 0 0 0 129 12 147 259 0 727 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 24 0 156 0 0 0 0 129 12 147 259 0 727 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 285 0 0 406 0 691 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 285 0 0 406 0 691 #7 19th and N. Driveway Base 0 873 0 0 454 0 0 0 0 0 0 0 1327 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 873 0 0 454 0 0 0 0 0 0 0 1327 #8 19th and South Driveway Base 0 873 0 0 454 0 0 0 0 0 0 0 1327 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 873 0 0 454 0 0 0 0 0 0 0 1327 #9 19th and WB Ramps Base 353 298 0 0 190 17 0 0 0 90 0 74 1022 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 353 298 0 0 190 17 0 0 0 90 0 74 1022 #10 19th and EB Ramps Base 0 580 67 35 230 0 25 0 192 0 0 0 1129 Added 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 580 67 35 230 0 25 0 192 0 0 0 1129 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative ------------------ -------- -------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 873 0 0 454 0 0 0 0 0 0 0 4 Valley Center 314 559 0 0 304 90 109 0 0 0 0 0 5 Valley Center 24 0 0 0 0 0 0 129 12 147 259 0 6 Valley Center 0 0 0 0 0 0 0 285 0 0 406 0 7 19th and N. D 0 873 0 0 454 0 0 0 0 0 0 0 8 19th and Sout 0 873 0 0 454 0 0 0 0 0 0 0 9 19th and WB R 353 298 0 0 190 17 0 0 0 90 0 74 10 19th and EB R 0 580 67 35 230 0 25 0 192 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 4 Valley Center and 19th B 15.0 0.463 B 15.0 0.463 + 0.000 D/V # 5 Valley Center and Catron B 14.9 0.000 B 14.9 0.000 + 0.000 V/C # 6 Valley Center and Driveway A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 9 19th and WB Ramps B 17.5 0.379 B 17.5 0.379 + 0.000 D/V # 10 19th and EB Ramps B 11.6 0.000 B 11.6 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 =----------- --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 873 0 0 454 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 0 873 0 0 454 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 873 0 0 454 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 873 0 0 454 0 0 0 0 0 0 0 ------------ I---------------11--------------- ---------------11--------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.463 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 15.0 Optimal Cycle: 19 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 314 559 0 0 304 90 109 0 150 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 314 559 0 0 304 90 109 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 314 559 0 0 304 90 109 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 314 559 0 0 304 90 109 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 314 559 0 0 304 90 109 0 0 0 0 0 ------------ I --------------- ---------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.97 0.97 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 0.77 0.23 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1416 419 1805 1900 0 0 1900 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.17 0.29 0.00 0.00 0.21 0.21 0.06 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.38 0.84 0.00 0.00 0.46 0.46 0.13 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.46 0.35 0.00 0.00 0.46 0.46 0.46 0.00 0.00 0.00 0.00 0.00 Uniform Del: 23.6 1.8 0.0 0.0 18.3 18.3 40.2 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.5 0.1 0.0 0.0 0.4 0.4 1.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 24.1 2.0 0.0 0.0 18.7 18.7 41.7 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.1 2.0 0.0 0.0 18.7 18.7 41.7 0.0 0.0 0.0 0.0 0.0 DesignQueue: it 5 0 0 10 3 5 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 7-1 --------------------------------------------------------------------------------- --------------------------------------------------------------------------- - Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 14.9 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 --------=------ Volume Module: Base Vol: 24 0 156 0 0 0 0 129 12 147 259 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 24 0 0 0 0 0 0 129 12 147 259 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 24 0 0 0 0 0 0 129 12 147 259 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 24 0 0 0 0 0 0 129 12 147 259 0 ------------ --------------- ---------------11--------------- ---------------� Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx - ------- --- --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 682 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 141 xxxx xxxxx Potent Cap. : 419 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1455 xxxx xxxxx Move Cap. : 386 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1455 xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 14.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: B * * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 14.9 xxxxxx xxxxx?[ xxxxxx ApproachLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 11 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 285 0 0 406 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 285 0 0 406 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 285 0 0 406 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 285 0 0 406 0 ------------I --------------- --------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- ---------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxx= =xxxxx =xxxxx =xxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 9 1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 873 0 0 454 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 873 0 0 454 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 873 0 0 454 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 873 0 0 454 0 0 0 0 0 0 0 ------------ I --------------- ---------------11---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- -- ------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I --------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- -------------- ---------------- ---------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- -------------- --------------- Volume Module: Base Vol: 0 873 0 0 454 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 873 0 0 454 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 873 0 0 454 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 873 0 0 454 0 0 0 0 0 0 0 ------------ I --------------- --------------- ---------------- --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ 1 --------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 2000 PM Fri Jun 9, 2000 11:13:59 Page 1-1 -------------------------------------------------------------------------------- ----------------------------------------------------------------...._------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Average Delay (sec/veh) : 32.3 Worst Case Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 353 298 0 0 190 17 0 0 0 90 0 74 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 353 298 0 0 190 17 0 0 0 90 0 74 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 353 298 0 0 190 17 0 0 0 90 0 74 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 353 298 0 0 190 17 0 0 0 90 0 74 ------------ ---------------11---------------11--------------- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 207 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1202 xxxx 298 Potent Cap. : 1376 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 206 xxxx 746 Move Cap. : 1376 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 165 xxxx 746 ------------I--------------- --------------- --------------- --------------- Level Of Service Module: Stopped Del: 8.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 50.3 xxxx xxxxx LOS by Move: A * * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 746 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.4 Shared LOS: * * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 32.3 ApproachLOS: * * * D Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIGB - 2000 PM Fri Jun 9, 2000 11:13:59 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Base Volume Alternative ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----------I---------------- I ---------------- ---------------- ---------------- � HevVeh: 0% 0% 0% 0% Grade: 0%. 0% 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour ----------- I ---------------- I ---------------- ---------------- ----------------- � Upstream Signals: Link Index: #13 Dist(miles) : 0.000 Speed (mph) : 0.00 SignalIndex: #4 Cycle Time: 0 secs InitVolume: 0 0 Saturation: 0 0 ArrivalType: 0 0 G/C: 0.00 0.00 *** Computation 1: Time for Queue to Clear at Each Upstream Intersection P: 0.000 0.000 gql: 0.00 0.00 gq2: 0.00 0.00 gq: 0.00 0.00 *** Computation 2: Time Intersection Blocked Because of Upstream Platoons alpha: 0.000 beta: 0.000 to (secs) : 0.000 F: 0.000 f: 0.000 0.000 vcmax: 0 0 vcmin: 0 0 tp: 0.0 0.0 p: 0.000 *** Computation 3: Platoon Event Periods pdom/psubo: 0.000/0.000/Unconstrained *** Computation 4: Conflicting Flows During Each Unblocked Period InitCnflVol: 207 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 1203 0 298 UpstreamSat: 0 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 ConflictVol: 207 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 1203 0 298 *** Computation 5: Capactiy for Subject Movement During Unblocked Period InitPotCap: 1376 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 206 0 746 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 PotentCap: 1376 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 206 0 746 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2000 PM Fri Jun 9, 2000 08:26:09 Page 12-1 --_ .-------------------------------------------------------------------------.----- ------------------- --------------------------------------------------- , Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 11.6 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 -------- - -----=---------� �--------------- --------------- --------------- � Volume Module: Base Vol: 0 580 67 35 230 0 25 0 192 0 0 0 Growth Adj. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 580 67 35 230 0 25 0 192 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 580 67 35 230 0 25 0 192 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 580 67 35 230 0 25 0 192 0 0 0 ------------I--------------- --------------- ---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 647 xxxx xxxxx 914 xxxx 230 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 948 xxxx xxxxx 306 xxxx 814 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 948 xxxx xxxxx 297 xxxx 814 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.9 xxxx xxxxx 18.2 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 814 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.8 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B * r ApproachDel: xxxxxx xxxXxx 11.6 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO b' 2001 AM GALLATIN CENTER LOTS 9 AND 10 2001 AM Thu Jun S, 2000 12:13:02 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2001 AM Command: Default Command Volume: 2001 AM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:02 Page 2-1 -------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 4 Lots 9 and 1 0.85 Lots 9 & 10 105.00 67.00 89 57 146 100.0 Zone 4 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89 57 146 100.0 -------------------------------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 89 57 146 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN; DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:02 Page 3-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------—---- Trip Distribution Report Percent Of Trips Daily To Gateo 1 2 3 4 5 Zone ----- ----- ----- ----- 4 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:02 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 287 0 0 774 0 0 0 0 0 0 0 1061 Added 0 52 0 0 33 0 0 0 0 0 0 0 85 Total 0 339 0 0 807 0 0 0 0 0 0 0 1146 #4 Valley Center and 19th Base 48 239 0 0 506 11 69 0 268 0 0 0 1141 Added 10 0 0 0 25 11 23 0 8 0 0 0 77 Total 58 239 0 0 531 22 92 0 276 0 0 0 1218 #5 Valley Center and Catron Base 0 0 18 0 0 0 0 282 4 17 57 0 378 Added 1 0 25 0 0 0 0 0 2 21 0 0 49 Total 1 0 43 0 0 0 0 282 6 38 57 0 427 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 300 0 0 74 0 374 Added 0 0 6 0 0 0 0 25 0 0 21 0 52 Total 0 0 6 0 0 0 0 325 0 0 95 0 426 #7 19th and N. Driveway Base 0 287 0 0 774 0 0 0 0 0 0 0 1061 Added 21 10 0 0 21 12 0 0 12 0 0 0 76 Total 21 297 0 0 795 12 0 0 12 0 0 0 1137 #8 19th and South Driveway Base 0 287 0 0 774 0 0 0 0 0 0 0 1061 Added 21 31 0 0 20 12 0 0 13 0 0 0 97 Total 21 318 0 0 794 12 0 0 13 0 0 0 1158 #9 19th and WB Ramps Base 134 107 0 0 332 19 0 0 0 25 0 20 637 Added 3 1 0 0 2 0 0 0 0 29 0 0 35 Total 137 108 0 0 334 19 0 0 0 54 0 20 672 #10 19th and EB Ramps Base 0 200 78 84 232 0 11 0 253 0 0 0 858 Added 0 4 19 0 31 0 0 0 4 0 0 0 58 Total 0 204 97 84 263 0 it 0 257 0 0 0 916 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 5-1 -------------------------------------------------------------------- ------------ Intersection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L __ T __ R L -_ T -- R 3 19th and Dead 0 287 0 0 774 0 0 0 0 0 0 0 4 Valley Center 48 239 0 0 506 11 69 0 0 0 0 0 5 Valley Center 0 0 0 0 0 0 0 282 4 17 57 0 6 Valley Center 0 0 0 0 0 0 0 300 0 0 74 0 7 19th and N. D 0 287 0 0 774 0 0 0 0 0 0 0 8 19th and Sout 0 287 0 0 774 0 0 0 0 0 0 0 9 19th and WB R 134 107 0 0 332 19 0 0 0 25 0 20 10 19th and EB R 0 200 78 84 232 0 11 0 253 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report Future Volume Alternative ---------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 339 0 0 807 0 0 0 0 0 0 0 4 Valley Center 58 239 0 0 531 22 92 0 0 0 0 0 5 Valley Center 1 0 0 0 0 0 0 282 6 38 57 0 6 Valley Center 0 0 6 0 0 0 0 325 0 0 95 0 7 19th and N. D 21 297 0 0 795 12 0 0 12 0 0 0 8 19th and Sout 21 318 0 0 794 12 0 0 13 0 0 0 9 19th and WB R 137 108 0 0 334 19 0 0 0 54 0 20 10 19th and EB R 0 204 97 84 263 0 11 0 257 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 7-1 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 4 Valley Center and 19th A 8.1 0.348 A 9.7 0.388 + 1.596 D/V # 5 Valley Center and Catron A 7.8 0.000 B 11.2 0.000 + 0.000 V/C # 6 Valley Center and Driveway A 0.0 0.000 B 10.0 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 B 14.5 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 B 14.5 0.000 + 0.000 V/C # 9 19th and WB Ramps B 13.7 0.304 B 15.8 0.324 + 2.093 D/V # 10 19th and EB Ramps B 11.5 0.000 B 12.0 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------- --- --------------- ---------------11--------------- --------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 --------- --------------- ---------------11--------------- ---------------� Volume Module: Base Vol: 0 287 0 0 774 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 0 287 0 0 774 0 0 0 0 0 0 0 User Adj : 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 287 0 0 774 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 287 0 0 774 0 0 0 0 0 0 0 ------------ I--------------- --------------- 11--------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ---- --------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 9-1 ------- ------------------------------------------------------------------------ ---------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 287 0 0 774 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 0 287 0 0 774 0 0 0 0 0 0 0 Added Vol: 0 52 0 0 33 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 339 0 0 807 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 339 0 0 807 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 339 0 0 807 0 0 0 0 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FO11owUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx xx= Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.348 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 8.1 Optimal Cycle: 15 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 11 0 0 ------------ --------------- --------------- --------------- --------------- Volume Module: Base Vol: 48 239 0 0 506 it 69 0 268 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 48 239 0 0 506 11 69 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 48 239 0 0 506 11 69 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 48 239 0 0 506 it 69 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 48 239 0 0 506 11 69 0 0 0 0 0 ------------ --------------- --------------- -------------- --------------- I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 0.98 0.02 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1854 40 1805 1900 0 0 1900 0 ------------ I ---------------� �- -- --- ---- � � --- - -------- � � --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.00 0.00 0.27 0.27 0.04 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.08 0.86 0.00 0.00 0.78 0.78 0.11 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.35 0.15 0.00 0.00 0.35 0.35 0.35 0.00 0.00 0.00 0.00 0.00 Uniform Del: 43.8 1.1 0.0 0.0 3.2 3.2 41.2 0.0 0.0 0.0 0.0 0.0 IncremntDel: 1.5 0.0 0.0 0.0 0.1 0.1 1.1 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 45.3 1.2 0.0 0.0 3.4 3.4 42.3 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.3 1.2 0.0 0.0 3.4 3.4 42.3 0.0 0.0 0.0 0.0 0.0 DesignQueue: 2 2 0 0 7 0 3 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 1171 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.388 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 9.7 Optimal Cycle: 16 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- j--------------- --------------- ---------------jj --------------- i Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 - - -- j--------------- jj--------------- jj--------------- jj---------------j Volume Module: Base Vol: 48 239 0 0 506 11 69 0 268 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 48 239 0 0 506 it 69 0 0 0 0 0 Added Vol: 10 0 0 0 25 11 23 0 8 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 58 239 0 0 531 22 92 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1-00 1600 PHF Volume: 58 239 0 0 531 22 92 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 58 239 0 0 531 22 92 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 58 239 0 0 531 22 92 0 0 0 0 0 ------------ j--------------- jj--------- ------ jj---------------jj--------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.99 0.99 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 0.96 0.04 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1813 75 1805 1900 0 0 1900 0 ------------ j--------------- -------- - ------ ---------------jj ------- ------ j Capacity Analysis Module: Vol/Sat: 0.03 0.13 0.00 0.00 0.29 0.29 0.05 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.08 0.84 0.00 0.00 0.76 0.76 0.13 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.39 0.15 0.00 0.00 0.39 0.39 0.39 0.00 0.00 0.00 0.0o 0.00 Uniform Del: 43.4 1.5 0.0 0.0 4.2 4.2 39.7 0.0 0.0 0.0 0.0 0.0 IncremntDel: 1.7 0.0 0.0 0.0 0.2 0.2 1.1 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 45.1 1.5 0.0 0.0 4.4 4.4 40.8 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.1 1.5 0.0 0.0 4.4 4.4 40.8 0.0 0.0 0.0 0.0 0.0 DesignQueue: 3 2 0 0 8 0 4 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report �y 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 7.8 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 --------- --- ------=-------- --------------- --------------- -----=---------� Volume Module: Base Vol: 0 0 18 0 0 0 0 282 4 17 57 0 Growth Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 282 4 17 57 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 282 4 17 57 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 282 4 17 57 0 ------------ I--------------- --------------- --------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 286 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1288 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1288 xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 11.2 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 18 0 0 0 0 282 4 17 57 0 Growth Adj: 1.00 1.00 0.00 1.o0 1.0o 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 282 4 17 57 0 Added Vol: 1 0 25 0 0 0 0 0 2 21 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 1 0 0 0 0 0 0 282 6 38 57 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 1 0 0 0 0 0 0 282 6 38 57 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 1 0 0 0 0 0 0 282 6 38 57 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------ --------------- ---------------11--------------- ---------------� Capacity Module: Cnflict Vol: 415 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 288 xxxx xxxxx Potent Cap. : 598 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1286 xxxx xxxxx Move Cap. : 584 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1286 xxxx xxxxx ------------I--------------- -------------- 11 --------------- ---------------� Level Of Service Module: Stopped Del: 11.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx LOS by Move: B * * * * * * * r A ,► ,t Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 11.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- -------------- -------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- --------------- Volume Module: Base Vol: 0 0 0 0 0 0 0 300 0 0 74 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 0 0 0 0 300 0 0 74 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 300 0 0 74 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 300 0 0 74 0 ------------ I--------------- --------------- --------------- 11--------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------- I --------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: IT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 15-1 -------------------------------------------------------------------------------- ---------- ---------------------------------------------------- ' Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 10.0 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- II---------------II---------------11--------------- I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 11 0 0 0 0 1 0 1 0 0 1 0 1 ------------I--------------- --------------- II--------------- II--------------- I Volume Module: Base Vol: 0 0 0 0 0 0 0 300 0 0 74 0 Growth Adj: 1.00 1.00 1.00 1:00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 300 0 0 74 0 Added Vol: 0 0 6 0 0 0 0 25 0 0 21 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 6 0 0 0 0 325 0 0 95 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 6 0 0 0 0 325 0 0 95 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 6 0 0 0 0 325 0 0 95 0 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I---------------II---------------II---------------II---------------I Capacity Module: Cnflict Vol: xxxx xxxx 325 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 721 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 721 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- II--------------- --------------- II---------------I Level Of Service Module: Stopped Del:xxxxx xxxx 10.0 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 10.0 xxxxxx xxxxxx xxxxxx ApproachLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 -Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- -------------- --------------- --------------- Volume Module: Base Vol: 0 287 0 0 774 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 287 0 0 774 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 287 0 0 774 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 287 0 0 774 0 0 0 0 0 0 0 ------------ I--------------- 11--------------- --------------- --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun B. 2000 12:13:05 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection ##7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 14.5 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------11--------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------I--------------- --------------- -------=------- ---------------� Volume Module: Base Vol: 0 287 0 0 774 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 287 0 0 774 0 0 0 0 0 0 0 Added Vol: 21 10 0 0 21 12 0 0 12 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 297 0 0 795 12 0 0 12 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 297 0 0 795 12 0 0 12 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 21 297 0 0 795 12 0 0 12 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- ---------------II---------------I Capacity Module: Cnflict Vol: 807 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 795 xxxx xxxx xxxxx Potent Cap. : 827 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 391 xxxx xxxx xxxxx Move Cap. : 827 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 391 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 9.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.5 xxxxx xxxx xxxxx LOS by Move: A * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 14.5 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 18-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T -- R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 287 0 0 774 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 287 0 0 774 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 287 0 0 774 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 287 0 0 774 0 0 0 0 0 0 0 ------------ I --------------- -------------- 11--------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: =xxxxx =xxxxx =xxxxx xxxxx= ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 19-1 -------------------------------------------------------------------------------- - -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 14.5 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 287 0 0 774 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 i .00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 287 0 0 774 0 0 0 0 0 0 0 Added Vol: 21 31 0 0 20 12 0 0 13 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 21 318 0 0 794 12 0 0 13 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 21 318 0 0 794 12 0 0 13 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 21 318 0 0 794 12 0 0 13 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- ---------------I Capacity Module: Cnflict Vol: 806 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 794 xxxx xxxx xxxxx Potent Cap. : 828 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 391 xxxx xxxx xxxxx Move Cap. : 828 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 391 xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 9.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 14.5 xxxxx xxxx xxxxx LOS by Move: A * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 14.5 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 RCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap: (X) : 0.304 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 13.7 Optimal Cycle: 14 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- ---------------11 --------------- H --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ I--------------- --------------- ---------------11---------------� Volume Module: Base Vol: 134 107 0 0 332 19 0 0 0 25 0 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 107 0 0 332 19 0 0 0 25 0 20 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 134 107 0 0 332 19 0 0 0 25 0 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 134 107 0 0 332 19 0 0 0 25 0 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 134 107 0 0 332 19 0 0 0 25 0 20 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1605 92 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.07 0.06 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.01 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.24 0.92 0.00 0.00 0.68 0.68 0.00 0.00 0.00 0.05 0.00 0.05 Volume/Cap: 0.30 0.06 0.00 0.00 0.30 0.30 0.00 0.00 0.00 0.30 0.00 0.27 Uniform Del: 30.9 0.3 0.0 0.0 6.4 6.4 0.0 0.0 0.0 46.2 0.0 46.1 IncremntDel: 0.4 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.0 2.1 0.0 2.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 31.2 0.3 0.0 0.0 6.6 6.6 0.0 0.0 0.0 48.3 0.0 48.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.2 0.3 0.0 0.0 6.6 6.6 0.0 0.0 0.0 48.3 0.0 48.1 DesignQueue: 6 0 0 0 6 0 0 0 0 1 0 1 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 21-1 ------------------------------------------------------------ --------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.324 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 15.8 Optimal Cycle: 15 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I---------------11---------------11---------------11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------- --------------- --------------- ------- ------ --------------- Volume Module: Base Vol: 134 107 0 0 332 19 0 0 0 25 0 20 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 134 107 0 0 332 19 0 0 0 25 0 20 Added Vol: 3 1 0 0 2 0 0 0 0 29 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 137 108 0 0 334 19 0 0 0 54 0 20 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 137 108 0 0 334 19 0 0 0 54 0 20 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 137 108 0 0 334 19 0 0 0 54 0 20 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 137 108 0 0 334 19 0 0 0 54 0 20 ------------ -------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1605 91 0 0 0 1805 0 1615 ------------I--------------- --------------- --------------- ---------------- Capacity Analysis Module: Vol/Sat: 0.08 0.06 0.00 0.00 0.21 0.21 0.00 0.00 0.00 0.03 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.23 0.88 0.00 0.00 0.64 0.64 0.00 0.00 0.00 0.09 0.00 0.09 Volume/Cap: 0.32 0.06 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.32 0.00 0.13 Uniform Del: 31.7 0.8 0.0 0.0 8.0 8.0 0.0 0.0 0.0 42.5 0.0 41.7 IncremntDel: 0.4 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 1.1 0.0 0.4 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 32.1 0.8 0.0 0.0 8.2 8.2 0.0 0.0 0.0 43.6 0.0 42.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 32.1 0.8 0.0 0.0 8.2 8.2 0.0 0.0 0.0 43.6 0.0 42.1 DesignQueue: 6 1 0 0 7 0 0 0 0 3 0 1 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 22-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 11.5 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11--------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- 11=-------------- ---------------� Volume Module: Base Vol: 0 200 78 84 232 0 11 0 253 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 200 78 84 232 0 11 0 253 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 200 78 84 232 0 11 0 253 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 200 78 84 232 0 11 0 253 0 0 0 ------------ I --------------- --------------- --------------- 11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 278 xxxx xxxxx 639 xxxx 232 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1296 xxxx xxxxx 443 xxxx 812 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1296 xxxx xxxxx 421 xxxx 812 xxxx xxxx xxxxx ------- I ---- --- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.0 xxxx xxxxx 13.8 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 812 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.4 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B ApproachDel: xxxxxx xxxxxx 11.5 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 AM Thu Jun 8, 2000 12:13:05 Page 23-1 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 12.0 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 --------------- --------------- --------------- -----------� Volume Module: Base Vol: 0 200 78 84 232 0 11 0 253 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 200 78 84 232 0 11 0 253 0 0 0 Added Vol: 0 4 19 0 31 0 0 0 4 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 204 97 84 263 0 11 0 257 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 204 97 84 263 0 11 0 257 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 204 97 84 263 0 11 0 257 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 301 xxxx xxxxx 684 xxxx 263 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1272 xxxx xxxxx 418 xxxx 781 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1272 xxxx xxxxx 397 xxxx 781 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.0 xxxx xxxxx 14.3 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 781 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.9 xxxxx xxxx xxxxx Shared LOS: * * * * * * * r B ApproachDel: xxxxxx xxxxxx 12.0 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM GALLATIN CENTER LOTS 9 AND 10 2001 PM Thu Jun 8, 2000 12:11:54 •Page 1-1 ------------------------------------------------------------------------------- --—--------------------------------------------------------------------- ---- Scenario Report Scenario: 2001 PM Command: Default Command Volume: 2001 PM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 .12:11:54 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total W Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 4 Lots 9 and 1 0.85 Lots 9 & 10 300.00 324.00 255 275 530 100.0 Zone 4 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 255 275 530 100.0 ---------------------—--------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 255 275 530 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:54 Page 3-1 -----------------...--------------------------------------------------------------- ------------ -------- -------------—----------------------------------------------- Trip Distribution Report Percent Of Trips Daily To Gates 1 2 3 4 5 Zone ----- ----- --- .. 4 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:54 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 904 0 0 470 0 0 0 0 0 0 0 1374 Added 0 148 0 0 160 0 0 0 0 0 0 0 308 Total 0 1052 0 0 630 0 0 0 0 0 0 0 1682 #4 Valley Center and 19th Base 325 579 0 0 315 93 113 0 155 0 0 0 1580 Added 30 0 0 0 71 31 110 0 40 0 0 0 282 Total 355 579 0 0 386 124 223 0 195 0 0 0 1862 #5 Valley Center and Catron Base 25 0 161 0 0 0 0 134 12 152 268 0 752 Added 6 0 122 0 0 0 0 0 5 60 0 0 193 Total 31 0 283 0 0 0 0 134 17 212 268 0 945 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 295 0 0 420 0 715 Added 0 0 28 0 0 0 0 122 0 0 60 0 210 Total 0 0 28 0 0 0 0 417 0 0 480 0 925 #7 19th and N. Driveway Base 0 904 0 0 470 0 0 0 0 0 0 0 1374 Added 59 30 0 0 76 36 0 0 56 0 0 0 257 Total 59 934 0 0 546 36 0 0 56 0 0 0 1631 #8 19th and South Driveway Base 0 904 0 0 470 0 0 0 0 0 0 0 1374 Added 59 89 0 0 96 36 0 0 64 0 0 0 344 Total 59 993 0 0 566 36 0 0 64 0 0 0 1718 #9 19th and WB Ramps Base 365 308 0 0 197 18 0 0 0 93 0 77 1058 Added 14 6 0 0 5 0 0 0 0 84 0 0 109 Total 379 314 0 0 202 18 0 0 0 177 0 77 1167 #10 19th and EB Ramps Base 0 600 69 36 238 0 26 0 199 0 0 0 1168 Added 0 19 91 0 89 0 0 0 13 0 0 0 212 Total 0 619 160 36 327 0 26 0 212 0 0 0 1380 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM 'Thu Jun 8, 2000 12:11:57 -Page 5-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- `i' -- R L -- T -- R 3 19th and Dead 0 904 0 0 470 0 0 0 0 0 0 0 4 Valley Center 325 579 0 0 315 93 113 0 0 0 0 0 5 Valley Center 25 0 0 0 0 0 0 134 12 152 268 0 6 Valley Center 0 0 0 0 0 0 0 295 0 0 420 0 7 19th and N. D 0 904 0 0 470 0 0 0 0 0 0 0 8 19th and Sout 0 904 0 0 470 0 0 0 0 0 0 0 9 19th and WB R 365 308 0 0 197 18 0 0 0 93 0 77 10 19th and EB R 0 600 69 36 238 0 26 0 199 0 0 0 Traffix 7.1.0607 (C) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 'Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report Future Volume Alternative - - -- ----------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 1052 0 0 630 0 0 0 0 0 0 0 4 Valley Center 355 579 0 0 386 124 223 0 0 0 0 0 5 Valley Center 31 0 0 0 0 0 0 134 17 212 268 0 6 Valley Center 0 0 28 0 0 0 0 417 0 0 480 0 7 19th and N. D 59 934 0 0 546 36 0 0 56 0 0 0 8 19th and Sout 59 993 0 0 566 36 0 0 64 0 0 0 9 19th and WB R 379 314 0 0 202 18 0 0 0 177 0 77 10 19th and EB R 0 619 160 36 327 0 26 0 212 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun B, 2000 12:11:57 Page 7-1 --------------------------------------------------------------------------------- -------------------------------------------------- - ---------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in Los Veh C -LOS Veh C # 3 19th and Deadmans Gulch A 0.0 0.000 A 0.0 0.000 + 0.000 V/C # 4 Valley Center and 19th B 15.1 0.479 C 20.1 0.617 + 5.013 D/V # 5 Valley Center and Catron C 15.4 0.000 C 18.1 0.000 + 0.000 V/C # 6 Valley Center and Driveway A 0.0 0.000 B 10.9 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 B 12.4 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 B 12.8 0.000 + 0.000 V/C # 9 19th and WB Ramps B 17.6 0.393 C 20.1 0.452 + 2.438 D/V # 10 19th and EB Ramps B 11.8 0.000 B 13.2 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- II--------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------ --------------- -------------=- --------------- --------------- � Volume Module: Base Vol: 0 904 0 0 470 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 0 904 0 0 470 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 904 0 0 470 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 904 0 0 470 0 0 0 0 0 0 0 ------------I--------------- --------------- --------------- --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 9-1 -------------------------------------------------------------------------------- ------- ------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound- East Bound West Bound Movement L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Ignore Include Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------ --------------- Volume Module: Base Vol: 0 904 0 0 470 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 0 904 0 0 470 0 0 0 0 0 0 0 Added Vol: 0 148 0 0 160 0 0 0 0 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1052 0 0 630 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 0 1052 0 0 630 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1052 0 0 630 0 0 0 0 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 0 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.479 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 15.1 Optimal Cycle: 19 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0 1 0 0 1 0 0 0 1! 0 0 ------------ --------------- --------------- ----- � Volume Module: Base Vol: 325 579 0 0 315 93 113 0 155 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 325 579 0 0 315 93 113 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.0Q 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 325 579 0 0 315 93 113 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 325 579 0 0 315 93 113 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 325 579 0 0 315 93 113 0 0 0 0 0 ------------ I --------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.97 0.97 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 0.77 0.23 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1417 418 1805 1900 0 0 1900 0 ------------ I--------------- --------------- ---------- --------------- � Capacity Analysis Module: Vol/Sat: 0.18 0.30 0.00 0.00 0.22 0.22 0.06 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.38 0.84 0.00 0.00 0.46 0.46 0.13 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.48 0.36 0.00 0.00 0.48 0.48 0.48 0.00 0.00 0.00 0.00 0.00 Uniform Del: 23.8 1.9 0.0 0.0 18.5 18.5 40.3 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.5 0.1 0.0 0.0 0.4 0.4 1.5 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 24.3 2.0 0.0 0.0 18.9 18.9 41.9 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 24.3 2.0 0.0 0.0 18.9 18.9 41.9 0.0 0.0 0.0 0.0 0.0 DesignQueue: 12 6 0 0 10 3 6 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 'PM Thu Jun 8, 2000 12:11:57 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------- ---- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.617 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 20.1 Optimal Cycle: 25 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 0 1 0. 1 0 0 1 0 0 0 1! 0 0 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 325 579 0 0 315 93 113 0 155 0 0 0 Growth Adj : 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 325 579 0 0 315 93 113 0 0 0 0 0 Added Vol: 30 0 0 0 71 31 110 0 40 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 355 579 0 0 386 124 223 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 355 579 0 0 386 124 223 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 355 579 0 0 386 124 223 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 355 579 0 0 386 124 223 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.96 0.96 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 0.76 0.24 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1386 445 1805 1900 0 0 1900 0 ------------I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.20 0.30 0.00 0.00 0.28 0.28 0.12 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.32 0.77 0.00 0.00 0.45 0.45 0.20 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.62 0.40 0.00 0.00 0.62 0.62 0.62 0.00 0.00 0.00 0.00 0.00 Uniform Del: 28.9 3.8 0.0 0.0 20.9 20.9 36.5 0.0 0.0 0.0 0.0 0.0 IncremntDel: 2.0 0.2 0.0 0.0 1.4 1.4 3.2 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 30.9 4.0 0.0 0.0 22.3 22.3 39.7 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 30.9 4.0 0.0 0.0 22.3 22.3 39.7 0.0 0.0 0.0 0.0 0.0 DesignQueue: 14 8 0 0 13 4 10 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #5 Valley Center and Catron ***********+*+*******************+*************************+*****************+** Average Delay (sec/veh) : 15.4 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 25 0 161 0 0 0 0 134 12 152 268 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 0 0 0 0 0 0 134 12 152 268 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 25 0 0 0 0 0 0 134 12 152 268 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 25 0 0 0 0 0 0 134 12 152 268 0 ------------ --------------- --------------- 11--------------- --------------- � Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 706 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 146 xxxx xxxxx Potent Cap. : 405 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1448 xxxx xxxxx Move Cap. : 373 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1448 xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 15.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.8 xxxx xxxxx LOS by Move: C * * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 15.4 xxxxxx xxxxxx xxxxxx ApproachLOS: C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron Average Delay (sec/veh) : 18.1 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 25 0 161 0 0 0 0 134 12 152 268 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 25 0 0 0 0 0 0 134 12 152 268 0 Added Vol: 6 0 122 0 0 0 0 0 5 60 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 31 0 0 0 0 0 0 134 17 212 268 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 31 0 0 0 0 0 0 134 17 212 268 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 31 0 0 0 0 0 0 134 17 212 268 0 Critical Gap Module: Critical Gp: 6.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 826 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 151 xxxx xxxxx Potent Cap. : 345 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1442 xxxx xxxxx Move Cap. : 306 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1442 xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 18.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 7.9 xxxx xxxxx LOS by Move: C * * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 18.1 xxxxxx XX� xxxxxx ApproachLOS: C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 401 Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- -------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 295 0 0 420 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 295 0 0 420 0 User Adj: 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 295 0 0 420 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 295 0 0 420 0 ------------ I----------------- --------------- --------------- 11--------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx --- I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx x� xxxxx xxxx xxxxx x� xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 15-1 ---------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 10.9 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------- ----------- ---- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 295 0 0 420 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 295 0 0 420 0 Added Vol: 0 0 28 0 0 0 0 122 0 0 60 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 28 0 0 0 0 417 0 0 480 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 28 0 0 0 0 417 0 0 480 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol : 0 0 28 0 0 0 0 417 U 0 480 0 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx ' 417 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 640 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 640 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx 10.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ApproachDel: 10.9 xxxxxx xxxxxx xxxxxx ApproachLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 904 0 0 470 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 904 0 0 470 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 904 0 0 470 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 904 0 0 470 0 0 0 0 0 0 0 ------------ I--------------- 11--------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I -------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 17-1 ------------------------------------------------------------------------------ --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 12.4 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 --------------- ---------------� Volume Module: Base Vol: 0 904 0 0 470 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 00 1.00 1.0o 1.o0 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 904 0 0 470 0 0 0 0 0 0 0 Added Vol: 59 30 0 0 76 36 0 0 56 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 59 934 0 0 546 36 0 0 56 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 59 934 0 0 546 36 0 0 56 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 59 934 0 0 546 36 0 0 56 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 582 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 546 xxxx xxxx xxxxx Potent Cap. : 1002 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 541 xxxx xxxx xxxxx Move Cap. : 1002 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 541 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 8.8 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.4 xxxxx xxxx xxxxx LOS by Move: A * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 12.4 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 904 0 0 470 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 904 0 0 470 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 904 0 0 470 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 904 0 0 470 0 0 0 0 0 0 0 ------------ I ---- ----------- -------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxx xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx x� xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I -------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx ------------ I --------------- --------------- -------------- - ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx xxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxx xxxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxx xxxx xxxx xxxxx xxxx xxxx xxxx xxxx xxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIGS - 2001 PM Thu Jun 8, 2000 12:11:00 Page 171 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Average Delay (sec/veh) : 36.9 Worst Case Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R - - I --------------- 11---------------11--------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 • 0 0 0 0 1 0 0 / 0 0 0 0 1 0 0 1 0 ------------ ----=------------H7-------------- --------------- ---------------� Volume Module: Base Vol: 365 308 0 0 197 18 0 0 0 93 0 77 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 308 0 0 197 18 0 0 0 93 0 77 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 365 308 0 0 197 18 0 0 0 93 0 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 365 308 0 0 197 18 0 0 0 93 0 77 ------------ -------------- --------------- 11 ---------------- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 -- --------------- --------------- --------------- ---------------- � Capacity Module: Cnflict Vol: 215 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1244 xxxx 308 Potent Cap. : 1367 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 194 xxxx 737 Move Cap. : 1367 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 154 xxxx 737 -- I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 8.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 58.7 xxxx xxxxx LOS by Move: A * * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 737 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.5 Shared LOS: * * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 36.9 ApproachLOS: * * * E Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2001 PM Thu Jun 8, 2000 12:11:00 Page 2-1 -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Base Volume Alternative Intersection #9 19th and WB Ramps ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---- I---------------- I---------------- ----------.... � -- - -- ---- HevVeh: 0%. 0% 0% 0% Grade: 096 0% 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2001 PM Thu Jun 8, 2000 12:10:42 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Average Delay (sec/veh) : 148.6 Worst Case Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------- --- --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 --------=--- --------------- --------------- --------------- --------------- Volume Module: Base Vol: 365 308 0 0 197 18 0 0 0 93 0 77 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 308 0 0 197 18 0 0 0 93 0 77 Added Vol: 14 6 0 0 5 0 0 0 0 84 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 314 0 0 202 18 0 0 0 177 0 77 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 314 0 0 202 18 0 0 0 177 0 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 379 314 0 0 202 18 0 0 0 177 0 77 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ --------------- --------------- ---------------- - --------------- � Capacity Module: Cnflict Vol: 220 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1283 xxxx 314 Potent Cap. : 1361 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 184 xxxx 731 Move Cap. : 1361 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 144 xxxx 731 ------------ I --------------- -----------..._ --------------- ---------------� Level Of Service Module: Stopped Del: 8.7 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 208.6 xxxx xxxxx LOS by Move: A * * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 731 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.5 Shared LOS: * * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 148.6 ApproachLOS: * * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2001 PM Thu Jun 8, 2000 12:10:42 Page 2-1 - -------------------------------------------------------------------------—------ -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----------I----------------�---- -- -- - ---------------- ---------------- � HevVeh: 0% 096 0% 0% Grade: 0$ 09d 096 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM GALLATIN CENTER 2006 AM Thu Jun 8, 2000 12:01:35 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2006 AM Command: Default Command Volume: 2006 AM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12.01:35 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 1 Gallatin Cen 0.85 Gallatin Cente 419.00 341.00 356 290 646 64.1 Zone 1 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 356 290 646 64.1 2 North Lots 0.85 Food and Gas 216.00 209.00 184 178 362 35.9 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 184 178 362 35.9 -------------------------------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 540 468 1008 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:35 Page 3-1 -------------------------------------------------------------------------------- ----------..--------------------------------------------------------------------- Trip Distribution Report Percent Of Trips Daily To Gates 1 2 3 4 5 Zone ----- ----- ----- ----- 1 2.0 58.0 33.0 5.0 2.0 2 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:35 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 349 0 0 919 0 0 0 0 0 0 0 1268 Added 72 241 0 0 187 29 30 0 84 0 0 0 643 Total 72 590 0 0 1106 29 30 0 84 0 0 0 1911 #4 Valley Center and 19th Base 57 284 0 0 601 14 82 0 318 0 0 0 1356 Added 107 30 0 0 69 147 157 0 120 0 0 0 630 Total 164 314 0 0 670 161 239 0 438 0 0 0 1986 #5 Valley Center and Catron Base 0 0 21 0 0 0 0 334 5 20 68 0 448 Added 6 0 76 174 0 4 4 0 7 73 0 45 389 Total 6 0 97 174 0 4 4 334 12 93 68 45 837 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 406 0 0 140 0 546 Added 0 0 27 0 0 0 0 251 0 0 118 135 531 Total 0 0 27 0 0 0 0 657 0 0 258 135 1077 #7 19th and N. Driveway Base 0 349 0 0 919 0 0 0 0 0 0 0 1268 Added 72 136 0 0 162 27 0 0 34 0 0 0 431 Total 72 485 0 0 1081 27 0 0 34 0 0 0 1699 #8 19th and South Driveway Base 0 349 0 0 919 0 0 0 0 0 0 0 1268 Added 62 209 0 0 183 14 0 0 34 0 0 0 502 Total 62 558 0 0 1102 14 0 0 34 0 0 0 1770 #9 19th and WB Ramps Base 159 127 0 0 395 22 0 0 0 30 0 23 756 Added 23 9 0 0 11 0 0 0 0 178 0 0 221 Total 182 136 0 0 406 22 0 0 0 208 0 23 977 #10 19th and EB Ramps Base 0 237 92 100 275 0 14 0 300 0 0 0 1018 Added 0 33 154 0 189 0 0 0 27 0 0 0 403 Total 0 270 246 100 464 0 14 0 327 0 0 0 1421 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 5-1 ------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative ---------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 349 0 0 919 0 0 0 0 0 0 0 4 Valley Center 57 284 0 0 601 14 82 0 0 0 0 0 5 Valley Center 0 0 0 0 0 0 0 334 5 20 68 0 6 Valley Center 0 0 0 0 0 0 0 406 0 0 140 0 7 19th and N. D 0 349 0 0 919 0 0 0 0 0 0 0 8 19th and Sout 0 349 0 0 919 0 0 0 0 0 0 0 9 19th and WB R 159 127 0 0 395 22 0 0 0 30 0 23 10 19th and EB R 0 237 92 100 275 0 14 0 300 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 6-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Intersection Volume Report Future Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 72 590 0 0 1106 29 30 0 84 0 0 0 4 Valley Center 164 314 0 0 670 161 239 0 0 0 0 0 5 Valley Center 6 0 0 174 0 4 4 334 12 93 68 45 6 Valley Center 0 0 27 0 0 0 0 657 0 0 258 135 7 19th and N. D 72 485 0 0 1081 27 0 0 34 0 0 0 8 19th and Sout 62 558 0 0 1102 14 0 0 34 0 0 0 9 19th and WB R 182 136 0 0 406 22 0 0 0 208 0 23 10 19th and EB R 0 270 246 100 464 0 14 0 327 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 7-1 --------- ----------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change el/ V/ el V/ in LOS Ve C " Veh C # 3 19th and Deadmans Gulch 0.2 0.499 A 8.8 0.695 + 8.505 D/V # 4 Valley Center and 19th A 8.4 0.405 B 17.9 0.594 + 9.516 D/V # 5 Valley Center and Catron B 10.4 0.438 B 12.4 0.539 + 0.101 V/C # 6 Valley Center and Driveway A 0.0 0.000 B 13.2 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 C 20.4 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 C 20.9 0.000 + 0.000 V/C # 9 19th and WB Ramps B 14.0 0.361 C 21.9 0.483 + 7.901 D/V # 10 19th and EB Ramps B 12.8 0.000 C 18.0 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 8-1 ---------- ------------------------------------------------------------------------ ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.499 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: 20 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------II---------------II---------------II---------------I Control: Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------I--------------- II--------------- --------------- --------------- I Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 349 0 0 919 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 349 0 0 919 0 0 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 349 0 0 919 0 0 0 0 0 0 0 ------------ I --------------- II-__------------ II --------------- II --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Final Sat. : 1900 1900 0 0 1900 1900 1900 1900 0 0 0 0 ----------- I --------------- II---_---_--------- � � -- -- -- --- II --------------- I Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.97 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.19 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Del: 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.0 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj : 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 Delay/Veh: 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User De1Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 1 0 0 2 0 0 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.695 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 8.8 Optimal Cycle: 31 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11---------------11--------------- i Control: Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 Added Vol: 72 241 0 0 187 29 30 0 84 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 590 0 0 1106 29 30 0 84 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 590 0 0 1106 29 30 0 84 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 72 590 0 0 1106 29 30 0 84 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1�00 1.00 1.00 Final Vol. : 72 590 0 0 1106 29 30 0 84 0 0 0 ------------ -------- - --------------- ---------- --------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.80 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1524 0 1615 0 0 0 ------------ I --_ -- - --------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 0.31 0.00 0.00 0.58 0.02 0.02 0.00 0.05 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.06 0.90 0.00 0.00 0.84 0.84 0.07 0.00 0.07 0.00 0.00 0.00 Volume/Cap: 0.69 0.35 0.00 0.00 0.69 0.02 0.26 0.00 0.69 0.00 0.00 0.00 Uniform Del: 46.3 0.8 0.0 0.0 3.2 1.3 43.6 0.0 45.1 0.0 0.0 0.0 IncremntDel: 18.5 0.1 0.0 0.0 1.4 0.0 1.2 0.0 16.1 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 64.8 0.9 0.0 0.0 4.5 1.3 44.9 0.0 61.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 64.8 0.9 0.0 0.0 4.5 1.3 44.9 0.0 61.2 0.0 0.0 0.0 DesignQueue: 4 4 0 0 12 0 2 0 4 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 10-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.405 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 8.4 Optimal Cycle: 17 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 57 284 0 0 601 14 82 0 318 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 57 284 0 0 601 14 82 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 57 284 0 0 601 14 82 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 284 0 0 601 14 82 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 57 284 0 0 601 14 82 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1906 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ I--------------- -------- -------- ------- --------------- � Capacity Analysis Module: Vol/Sat: 0.03 0.15 0.00 0.00 0.32 0.01 0.05 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.08 0.86 0.00 0.00 0.78 0.78 0.11 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.41 0.17 0.00 0.00 0.41 0.01 0.41 0.00 0.00 0.00 0.00 0.00 Uniform Del: 43.9 1.2 0.0 0.0 3.5 2.4 41.3 0.0 0.0 0.0 0.0 0.0 IncremntDel: 1.9 0.1 0.0 0.0 0.2 0.0 1.3 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 45.8 1.2 0.0 0.0 3.7 2.4 42.6 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.8 1.2 0.0 0.0 3.7 2.4 42.6 0.0 0.0 0.0 0.0 0.0 DesignQueue: 3 2 0 0 8 0 4 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.594 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 17.9 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----- ---- ---------------- ---------------11--------------- 11 --------------- i Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 --- --- - ---- I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 57 284 0 0 601 14 82 0 318 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 57 284 0 0 601 14 82 0 0 0 0 0 Added Vol: 107 30 0 0 69 147 157 0 120 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 164 314 0 0 670 161 239 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 164 314 0 0 670 161 239 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 164 314 0 0 670 161 239 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 164 314 0 0 670 161 239 0 0 0 0 0 ------ ------ I ---------------- --------------- ---------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ I ---------------- ----- ----------- ---------------� Capacity Analysis Module: Vol/Sat: 0.09 0.17 0.00 0.00 0.35 0.10 0.13 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.15 0.75 0.00 0.00 0.59 0.59 0.22 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.59 0.22 0.00 0.00 0.59 0.17 0.59 0.00 0.00 0.00 0.00 0.00 Uniform Del: 39.5 3.8 0.0 0.0 12.7 9.2 34.8 0.0 0.0 0.0 0.0 0.0 IncremntDel: 3.5 0.1 0.0 0.0 0.9 0.1 2.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 42.9 3.9 0.0 0.0 13.6 9.2 37.2 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.9 3.9 0.0 0.0 13.6 9.2 37.2 0.0 0.0 0.0 0.0 0.0 DesignQueue: 8 5 0 0 17 4 li 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 12-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.438 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.4 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------- --------------- --------------- ---------------- --------------- � Volume Module: Base Vol: 0 0 21 0 0 0 0 334 5 20 68 0 Growth Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 334 5 20 68 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 334 5 20 68 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 334 5 20 68 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 334 5 20 68 0 ------------ --------------- --------------- � � --------- � � - ---- ------ Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 0 0 0 0 0 0 0 763 894 617 676 0 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.44 0.01 0.03 0.10 xxxx Crit Moves: **** **** Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.9 6.7 8.5 8.4 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.9 6.7 8.5 8.4 0.0 LOS by Move: * * * * * * * B A A A ApproachDel: xxxxxx xxxxxx 10.9 8.4 Delay Adj : xxxxx xxxxx 1.00 1.00 ApprAdjDel: xxxxxx xxxxxx 10.9 8.4 LOS by Appr: * * B A ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 13-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.539 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 12.4 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- 11---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 21 0 0 0 0 334 5 20 68 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 334 5 20 68 0 Added Vol: 6 0 76 174 0 4 4 0 7 73 0 45 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 6 0 0 174 0 4 4 334 12 93 68 45 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 0 0 174 0 4 4 334 12 93 68 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 6 0 0 174 0 4 4 334 12 93 68 45 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 6 0 0 174 0 4 4 334 12 93 68 45 ------------ I ----------------- --------------- -...------------- ---------------� Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 464 0 0 512 0 612 564 620 696 532 573 644 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 xxxx xxxx 0.34 xxxx 0.01 0.01 0.54 0.02 0.17 0.12 0.07 Crit Moves: **** **** **** **** Delay/Veh: 9.9 0.0 0.0 12.5 0.0 8.2 8.9 14.4 7.7 10.5 9.4 8.3 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.9 0.0 0.0 12.5 0.0 8.2 8.9 14.4 7.7 10.5 9.4 8.3 LOS by Move: A * * B * A A B A B A A ApproachDel: 9.9 12.4 14.1 9.6 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 9.9 12.4 14.1 9.6 LOS by Appr: A B B A ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- -------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- ---------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 406 0 0 140 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 406 0 0 140 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 406 0 0 140 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 406 0 0 140 0 ------------ I--------------- 11 --------------- 11--------------- --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxXx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- 11--------------- 11---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- ---------------� � ---- -- ------ � � ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR = RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx Xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 13.2 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- ---------------11---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 406 0 0 140 0 Growth Adj : 1.00 1.00 1.o0 1.00 1.o0 1.o0 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 406 0 0 140 0 Added Vol: 0 0 27 0 0 0 0 251 0 0 118 135 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 27 0 0 0 0 657 0 0 258 135 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 27 0 0 0 0 657 0 0 258 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 27 0 0 0 0 657 0 0 258 135 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx 657 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 468 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 468 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------) Level Of Service Module: Stopped Del:xxxxx xxxx 13.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 13.2 xxxxxx xxxxxx xxxxxx ApproachLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 349 0 0 919 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 349 0 0 919 0 0 0 0 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- -------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx Xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway Average Delay (sec/veh) : 20.4 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------- --------------- ---------------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 Added Vol: 72 136 0 0 162 27 0 0 34 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 485 0 0 1081 27 0 0 34 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 485 0 0 1081 27 0 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 72 485 0 0 1081 27 0 0 34 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------II--------------- --------------- --------------- � Capacity Module: Cnflict Vol: 1108 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1081 xxxx xxxx xxxxx Potent Cap. : 638 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 267 xxxx xxxx xxxxx Move Cap. : 638 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 267 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 11.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 20.4 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 20.4 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ------=--------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 349 0 0 919 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 349 0 0 919 0 0 0 0 0 0 0 ------------I--------------- --------------- 11--------------- 11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 20.9 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 Added Vol: 62 209 0 0 183 14 0 0 34 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 558 0 0 1102 14 0 0 34 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 7_.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 558 0 0 1102 14 0 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 62 558 0 0 1102 14 0 0 34 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 1116 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1102 xxxx xxxx xxxxx Potent Cap. : 633 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 260 xxxx xxxx xxxxx Move Cap. : 633 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 260 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 11.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 20.9 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx x-xxxx 20.9 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 20=1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- �,.� Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.361 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 14.0 Optimal Cycle: 16 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- II--------------- ---------------I Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 159 127 0 0 395 22 0 0 0 30 0 23 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 127 0 0 395 22 0 0 0 30 0 23 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 127 0 0 395 22 0 0 0 30 0 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 127 0 0 395 22 0 0 0 30 0 23 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 159 127 0 0 395 22 0 0 0 30 0 23 ------------ -------------- --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1607 90 0 0 0 1805 0 1615 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.09 0.07 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.24 0.92 0.00 0.00 0.68 0.68 0.00 0.00 0.00 0.05 0.00 0.05 Volume/Cap: 0.36 0.07 0.00 0.00 0.36 0.36 0.00 0.00 0.00 0.36 0.00 0.31 Uniform Del: 31.4 0.3 0.0 0.0 6.8 6.8 0.0 0.0 0.0 46.3 0.0 46.2 IncremntDel: 0.5 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 2.7 0.0 2.4 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 31.9 0.3 0.0 0.0 7.0 7.0 0.0 0.0 0.0 48.9 0.0 48.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.9 0.3 0.0 0.0 7.0 7.0 0.0 0.0 0.0 48.9 0.0 48.5 DesignQueue: 7 1 0 0 7 0 0 0 0 2 0 1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun B. 2000 12:01:43 Page 21-1 ------------------------------------------------------------------------------ ----------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.483 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 21.9 Optimal Cycle: 19 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11---------------11--------------- 11---------------- i Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 _.. .--------- --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 159 127 0 0 395 22 0 0 0 30 0 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 127 0 0 395 22 0 0 0 30 0 23 Added Vol: 23 9 0 0 11 0 0 0 0 178 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 182 136 0 0 406 22 0 0 0 208 0 23 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 182 136 0 0 406 22 0 0 0 208 0 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 182 136 0 0 406 22 0 0 0 208 0 23 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 182 136 0 0 406 22 0 0 0 208 0 23 ...---------- I --------------- � � ... -------- -------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1609 87 0 0 0 1805 0 1615 ------ - I ----- --------------- --------------- ----_.... . .. ------- � Capacity Analysis Module: Vol/Sat: 0.10 0.07 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.12 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.21 0.73 0.00 0.00 0.52 0.52 0.00 0.00 0.00 0.24 0.00 0.24 Volume/Cap: 0.48 0.10 0.00 0.00 0.48 0.48 0.00 0.00 0.00 0.48 0.00 0.06 Uniform Del: 34.8 3.9 0.0 0.0 15.2 15.2 0.0 0.0 0.0 32.8 0.0 29.4 IncremntDel: 1.0 0.0 0.0 0.0 0.4 0.4 0.0 0.0 0.0 0.9 0.0 0.1 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 35.8 3.9 0.0 0.0 15.7 15.7 0.0 0.0 0.0 33.6 0.0 29.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 35.8 3.9 0.0 0.0 15.7 15.7 0.0 0.0 0.0 33.6 0.0 29.5 DesignQueue: 8 2 0 0 11 1 0 0 0 9 0 1 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 22-1 - ----- ------------------------------------------------------------------------------ -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average-Delay (sec/veh) : 12.8 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- -------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ --------------- ---------------- --------------- ---------------� Volume Module: Base Vol: 0 237 92 100 275 0 14 0 300 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 237 92 100 275 0 14 0 300 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 237 92 100 275 0 14 0 300 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 237 92 100 275 0 14 0 300 0 0 0 ------------I--------------- ----------------- --------------- --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 329 xxxx xxxxx 758 xxxx 275 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1242 xxxx xxxxx 378 xxxx 769 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1242 xxxx xxxxx 355 xxxx 769 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx 15.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 769 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.7 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B ApproachDel: xxxxxx xxxxxx 12.8 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 12:01:43 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 18.0 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 . 0 0 0 ------------ --------------- --------------- ------------- --------------- � Volume Module: Base Vol: 0 237 92 100 275 0 14 0 300 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 237 92 100 275 0 14 0 300 0 0 0 Added Vol: 0 33 154 0 189 0 0 0 27 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 270 246 100 464 0 14 0 327 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 270 246 100 464 0 14 0 327 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 270 246 100 464 0 14 0 327 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 516 xxxx xxxxx 1057 xxxx 464 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1060 xxxx xxxxx 251 xxxx 602 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1060 xxxx xxxxx 233 xxxx 602 xxxx xxxx xxxxx ------------I --------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.7 xxxx xxxxx 21.4 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 602 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 17.8 xxxxx xxxx xxxxx Shared LOS: * * * * * * * r C ApproachDel: xxxxxx xxxxxx 18.0 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Thu Jun 8, 2000 12:03:25 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection 45 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 8.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L- - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ ---------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 21 0 0 0 0 334 5 20 68 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 334 5 20 68 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 334 5 20 68 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 334 5 20 68 0 ------------I --------------- --------------- 11 --------------- --------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2.2 xxxx xxxxx ------------I---------------11--------------- 11--------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 339 xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1231 xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1231 xxxx xxxxx ------------I---------------- � � - -- ._....__.- � � .. -- ----- � � ----------------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 8.0 xxxx xxxxx LOS by Move: * * * * * * * * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Thu Jun 8, 2000 12:03:25 Page 2-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Base Volume Alternative Intersection #5 Valley Center and Catron Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------- ---- I----------------I---------------- ----------------- ----------------- � HevVeh: 0% 0% 0% 0% Grade: 0% 0% 096 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Thu Jun 8, 2000 12:03:14 Page 1-1 -------------------------------------------------------------------------------- • ------------------------- --------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 21.2 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------- ---------------11--------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ ---------- ---------------11--=------------ ---------------� Volume Module: Base Vol: 0 0 21 0 0 0 0 334 5 20 68 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 334 5 20 68 0 Added Vol: 6 0 76 174 0 4 4 0 7 73 0 45 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 6 0 0 174 0 4 4 334 12 93 68 45 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 6 0 0 174 0 4 4 334 12 93 68 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 6 0 0 174 0 4 4 334 12 93 68 45 Critical Gap Module: Critical Gp: 7.1 xxxx xxxxx 7.1 xxxx 6.2 4.1 xxxx xxxxx 4.1 xxxx xxxxx FollowUpTim: 3.5 xxxx xxxxx 3.5 xxxx 3.3 2.2 xxxx xxxx= 2.2 xxxx xxxxx ------------- --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 621 xxxx xxxxx 602 xxxx 68 113 xxxx xxxxx 346 xxxx xxxxx Potent Cap. : 403 xxxx xxxxx 414 xxxx 1001 1489 xxxx xxxxx 1224 xxxx xxxxx Move Cap. : 377 xxxx xxxxx 390 xxxx 1001 1489 xxxx xxxxx 1224 xxxx xxxxx ------ I --------------- ----------------- ---------------� Level Of Service Module: Stopped Del: 14.7 xxxx xxxxx 21.5 xxxx 8.6 7.4 xxxx xxxxx 8.2 xxxx xxxxx LOS by Move: B * * C * A A * * A Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap: : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 14.7 21.2 xxxxx= xxxxxx ApproachLOS: B C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG6 - 2006_AM Thu Jun 8, 2000 12:03.14 Page 2-1 -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative Intersection #5 _Valley Center and Catron Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------'-1----------------�---- ------- ---------------- ---------------- � HevVeh: 096 0$ 09d 0P6 Grade: 0% 0Pd 0$ 0$ Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: .4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM GALLATIN CENTER 2006 'PM Thu Jun 8, 2000 11:59:52 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Scenario Report Scenario: 2006 PM Command: Default Command Volume: 2006 PM Geometry-- Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 11:59:52 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total W Of # Subzone Amount Units In Out In Out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- 1 Gallatin Cen 0.85 Gallatin Cente 1115.00 1112.00 948 945 1893 83 Zone 1 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 948 945 1893 83.5 2 North Lots 0.85 Food and Gas 233.00 206.00 198 175 373 16.5 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 198 175 373 16.5 TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1146 1120 2266 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 11:59:52 Page 3-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Trip Distribution Report Percent Of Trips Daily To Gates 1 2 3 4 5 Zone ----- ----- 1 2.0 58.0 33.0 5.0 2.0 2 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 11:59:52 Page 4-1 ----------------------------------------------—-------------------------------- ------------------------------------------------------------ ----------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 1072 0 0 557 0 0 0 0 0 0 0 1629 Added 192 472 0 0 376 77 97 0 274 0 0 0 1488 Total 192 1544 0 0 933 77 97 0 274 0 0 0 3117 #4 Valley Center and 19th Base 386 687 0 0 374 ill 134 0 184 0 0 0 1876 Added 115 97 0 0 185 274 351 0 156 0 0 0 1178 Total 501 784 0 0 559 385 485 0 340 0 0 0 3054 #5 Valley Center and Catron Base 30 0 192 0 0 0 0 159 15 181 318 0 895 Added 19 0 249 172 0 4 4 0 19 194 0 49 710 Total 49 0 441 172 0 4 4 159 34 375 318 49 1605 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 553 0 0 636 0 1189 Added 0 0 87 0 0 0 0 420 0 0 243 146 896 Total 0 0 87 0 0 0 0 973 0 0 879 146 2085 #7 19th and N. Driveway Base 0 1072 0 0 557 0 0 0 0 0 0 0 1629 Added 192 212 0 0 269 72 0 0 110 0 0 0 855 Total 192 1284 0 0 826 72 0 0 110 0 0 0 2484 #8 19th and South Driveway Base 0 1072 0 0 557 0 0 0 0 0 0 0 1629 Added 165 404 0 0 343 36 0 0 110 0 0 0 1058 Total 165 1476 0 0 900 36 0 0 110 0 0 0 2687 #9 19th and WB Ramps Base 434 366 0 0 234 21 0 0 0 ill 0 91 1257 Added 56 22 0 0 23 0 0 0 0 378 0 0 479 Total 490 388 0 0 257 21 0 0 0 489 0 91 1736 #10 19th and EB Ramps Base 0 713 82 43 283 0 31 0 236 0 0 0 1388 Added 0 78 370 0 401 0 0 0 57 0 0 0 906 Total 0 791 452 43 684 0 31 0 293 0 0 0 2294 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 5-1 -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative ----------------------------------------------------------------------------------- Northbound Southbound :Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 1072 0 0 557 0 0 0 0 0 0 0 4 Valley Center 386 687 0 0 374 111 134 0 0 0 0 0 5 Valley Center 30 0 0 0 0 0 0 159 15 181 318 0 6 Valley Center 0 0 0 0 0 0 0 553 0 0 636 0 7 19th and N. D 0 1072 0 0 557 0 0 0 0 0 0 0 8 19th and Sout 0 1072 0 0 557 0 0 0 0 0 0 0 9 19th and WB R 434 366 0 0 234 21 0 0 0 ill 0 91 10 19th and EB R 0 713 82 43 283 0 31 0 236 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 6-1 -•------------------------------------------------------------------------------- Intersection Volume Report Future Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 192 1544 0 0 933 77 97 0 274 0 0 0 4 Valley Center 501 784 0 0 559 385 485 0 0 0 0 0 5 Valley Center 49 0 0 172 0 4 4 159 34 375 318 49 6 Valley Center 0 0 87 0 0 0 0 973 0 0 879 146 7 19th and N. D 192 1284 0 0 826 72 0 0 110 0 0 0 8 19th and Sout 165 1476 0 0 900 36 0 0 110 0 0 0 9 19th and WB R 490 388 0 0 257 21 0 0 0 489 0 91 10 19th and RB R 0 791 452 43 684 0 31 0 293 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------- ------ ----- . .. . . Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.4 0.582 D 35.3 1.013 +34.901 D/V # 4 Valley Center and 19th B 15.7 0.500 C 33.1 0.866 +17.452 D/V # 5 Valley Center and Catron B 10.8 0.448 C 16.2 0.684 + 0.236 V/C # 6 Valley Center and Driveway A 0.0 0.000 C 21.2 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 C 18.5 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 C 20.6 0.000 + 0.000 V/C # 9 19th and WB Ramps B 18.2 0.467 C 27.8 0.729 + 9.562 D/V # 10 19th and EB Ramps B 13.3 0.000 D 30.6 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 7-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.4 0.582 D 35.3 1.013 +34.901 D/V # 4 Valley Center and 19th B 15.7 0.500 C 33.1 0.866 +17.452 D/V # 5 Valley Center and Catron B 10.8 0.448 C 16.2 0.684 + 0.236 V/C # 6 Valley Center and Driveway A 0.0 0.000 C 21.2 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 C 18.5 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 C 20.6 0.000 + 0.000 V/C # 9 19th and WB Ramps B 18.2 0.467 C 27.8 0.729 + 9.562 D/V # 10 19th and EB Ramps B 13.3 0.000 D 30.6 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 8-1 ------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. W : 0.582 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: 23 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T R L - T - R ------------ --------------- 11---------------Control: Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 -------- ------------ � �---------------11--------------- Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1072 0 0 557 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 1072 0 0 557 0 0 0 0 0 0 0 ------------ ---- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Final Sat. : 1900 1900 0 0 1900 1900 1900 1900 0 0 0 0 ------------ ---------- � �--------------- � �- ----- ------------ Capacity Analysis Module: Vol/Sat: 0.00 0.56 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.97 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.58 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Del: 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.0 0.5 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj : 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 0.6 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.6 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 2 0 0 1 0 0 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection )#3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.013 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 35.3 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- --------------- ---------------� Control: Protected Protected Permitted Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 Added Vol: 192 472 0 0 376 77 97 0 274 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 192 1544 0 0 933 77 97 0 274 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 1544 0 0 933 77 97 0 274 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 192 1544 0 0 933 77 97 0 274 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 192 1544 0 0 933 77 97 0 274 0 0 0 ------------ --------------- ----------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.79 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1495 0 1615 0 0 0 ------------I--------------- --------------- ---------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.11 0.81 0.00 0.00 0.49 0.05 0.06 0.00 0.17 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.14 0.80 0.00 0.00 0.66 0.66 0.17 0.00 0.17 0.00 0.00 0.00 Volume/Cap: 0.74 1.01 0.00 0.00 0.74 0.07 0.39 0.00 1.01 0.00 0.00 0.00 Uniform Del: 41.1 9.9 0.0 0.0 11.4 6.1 37.1 0.0 41.6 0.0 0.0 0.0 IncremntDel: 11.2 26.2 0.0 0.0 2.5 0.0 1.0 0.0 58.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 52.3 36.1 0.0 0.0 13.9 6.1 38.1 0.0 99.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 52.3 36.1 0.0 0.0 13.9 6.1 38.1 0.0 99.7 0.0 0.0 0.0 DesignQueue: 9 22 0 0 20 1 5 0 13 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 10-1 ------------------------------------------------------------------------------------ -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.500 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : ' 15.7 Optimal Cycle: 20 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R - ------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 -- -- ---1 --------------- --------------- --------------- ---------------- � Volume Module: Base Vol: 386 687 0 0 374 ill 134 0 184 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 386 687 0 0 374 ill 134 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 386 687 0 0 374 ill 134 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 687 0 0 374 ill 134 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 386 687 0 0 374 ill 134 0 0 0 0 0 ------------ --------------- --------------- --------------- --------- - -- --- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ I--------------- --------------- ---------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.21 0.36 0.00 0.00 0.20 0.07 0.07 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.43 0.82 0.00 0.00 0.39 0.39 0.15 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.50 0.44 0.00 0.00 0.50 0.17 0.50 0.00 0.00 0.00 0.00 0.00 Uniform Del: 20.8 2.5 0.0 0.0 22.9 19.7 39.2 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.5 0.2 0.0 0.0 0.5 0.1 1.5 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 21.3 2.7 0.0 0.0 23.4 19.9 40.6 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.3 2.7 0.0 0.0 23.4 19.9 40.6 0.0 0.0 0.0 0.0 0.0 DesignQueue: 13 8 0 0 13 4 6 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 11-1 ----------- -------------------------------------------------------------------------- -------------------------- -------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.866 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 33.1 Optimal Cycle: 64 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------- 11 --------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 386 687 0 0 374 ill 134 0 184 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 386 687 0 0 374 ill 134 0 0 0 0 0 Added Vol: 115 97 0 0 185 274 351 0 156 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 501 784 0 0 559 385 485 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 501 784 0 0 559 385 485 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 501 784 0 0 559 385 485 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 501 784 0 0 559 385 485 0 0 0 0 0 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.28 0.41 0.00 0.00 0.29 0.24 0.27 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.32 0.66 0.00 0.00 0.34 0.34 0.31 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.87 0.63 0.00 0.00 0.87 0.70 0.87 0.00 0.00 0.00 0.00 0.00 Uniform Del: 32.0 9.8 0.0 0.0 30.9 28.6 32.5 0.0 0.0 0.0 0.0 0.0 IncremntDel: 13.0 1.0 0.0 0.0 11.9 4.1 13.4 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 45.0 10.8 0.0 0.0 42.8 32.7 46.0 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.0 10.8 0.0 0.0 42.8 32.7 46.0 0.0 0.0 0.0 0.0 0.0 DesignQueue. 20 17 0 0 22 15 20 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 12-1 -------------------------------------------------------------------------------- ------------------- ------------------------------ --------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.448 Loss Time (sec) : 0 (Y+R = 4 eec) Average Delay (sec/veh) : 10.8 Optimal Cycle: 0 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- ---------------11 ---------------11 ------ - ---- I Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------- I--------------- ---------------- --------------- ---------------� Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 0 0 0 0 0 159 15 181 318 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 0 0 0 0 0 159 15 181 318 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 30 0 0 0 0 0 0 159 15 181 318 0 ------------ ----------- ----- --------------- ---------------- --------------- � Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 496 0 0 0 0 0 0 620 701 645 710 0 ------------ I ------- -- ----------- --------------- ---------------- � Capacity Analysis Module: Vol/Sat: 0.06 xxxx xxxx xxxx xxxx xxxx xxxx 0.26 0.02 0.28 0.45 xxxx Crit Moves: **** **** **** Delay/Veh: 9.8 0.0 0.0 0.0 0.0 0.0 0.0 10.1 7.7 10.3 11.6 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.8 0.0 0.0 0.0 0.0 0.0 0.0 10.1 7.7 10.3 11.6 0.0 LOS by Move: A * * * * * * B A B B ApproachDel: 9.8 xxxxxx 9.9 11.1 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 9.8 xxxxxx 9.9 11.1 LOS by Appr: A * A B ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 12.8 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 904 0 0 470 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 904 0 0 470 0 0 0 0 0 0 0 Added Vol: 59 89 0 0 96 36 0 0 64 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 59 993 0 0 566 36 0 0 64 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 59 993 0 0 566 36 0 0 64 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 59 993 0 0 566 36 0 0 64 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 602 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 566 xxxx xxxx xxxxx Potent Cap. : 985 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 528 xxxx xxxx xxxxx Move Cap. : 985 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 528 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 8.9 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.8 xxxxx xxxx xxxxx LOS by Move: A * * * * * * * B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 12.8 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.393 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 17.6 Optimal Cycle: 16 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------I--------------- --------------- ----------------- ---------------- � Volume Module: Base Vol: 365 308 0 0 197 18 0 0 0 93 0 77 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 308 0 0 197 18 0 0 0 93 0 77 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 365 308 0 0 197 18 0 0 0 93 0 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 365 308 0 0 197 18 0 0 0 93 0 77 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 365 308 0 0 197 18 0 0 0 93 0 77 ------------ --------------- --------------- ---------------- ---------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1548 141 0 0 0 1805 0 1615 ------------ I --------------- ---------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.20 0.16 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.05 0.00 0.05 Crit Moves: **** **** **** Green/Cycle: 0.51 0.84 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.13 0.00 0.13 Volume/Cap: 0.39 0.19 0.00 0.00 0.39 0.39 0.00 0.00 0.00 0.39 0.00 0.36 Uniform Del: 14.8 1.5 0.0 0.0 26.2 26.2 0.0 0.0 0.0 39.8 0.0 39.6 IncremntDel: 0.3 0.1 0.0 0.0 0.5 0.5 0.0 0.0 0.0 1.1 0.0 1.1 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 15.0 1.6 0:0 0.0 26.6 26.6 0.0 0.0 0.0 40.9 0.0 40.7 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.0 1.6 0.0 0.0 26.6 26.6 0.0 0.0 0.0 40.9 0.0 40.7 DesignQueue: 10 3 0 0 8 1 0 0 0 5 0 4 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 21-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------- ------------- ---- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.452 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 20.1 Optimal Cycle: 18 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------11--------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ I ---------- ---- --------------- --------------- --------------- � Volume Module: Base Vol: 365 308 0 0 197 18 0 0 0 93 0 77 Growth Adj: 1.00 1.00 i-00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 365 308 0 0 197 18 0 0 0 93 0 77 Added Vol: 14 6 0 0 5 0 0 0 0 84 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 379 314 0 0 202 18 0 0 0 177 0 77 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 379 314 0 0 202 18 0 0 0 177 0 77 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 379 314 0 0 202 18 0 0 0 177 0 77 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 379 314 0 0 202 18 0 0 0 177 0 77 ------------ i--------------- � ---------------� --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1551 138 0 0 0 1805 0 1615 ------------ I --------------- --------------- --------------- ----- ---------- � Capacity Analysis Module: Vol/Sat: 0.21 0.17 0.00 0.00 0.13 0.13 0.00 0.00 0.00 0.10 0.00 0.05 Crit Moves: **** **** **** Green/Cycle: 0.46 0.75 0.00 0.00 0.29 0.29 0.00 0.00 0.00 0.22 0.00 0.22 Volume/Cap: 0.45 0.22 0.00 0.00 0.45 0.45 0.00 0.00 0.00 0.45 0.00 0.22 Uniform Del: 18.1 3.7 0.0 0.0 29.1 29.1 0.0 0.0 0.0 34.0 0.0 32.2 IncremntDel: 0.4 0.1 0.0 0.0 0.7 0.7 0.0 0.0 0.0 0.8 0.0 0.3 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 18.5 3.7 0.0 0.0 29.8 29.8 0.0 0.0 0.0 34.8 0.0 32.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 18.5 3.7 0.0 0.0 29.8 29.8 0.0 0.0 0.0 34.8 0.0 32.5 DesignQueue: 12 5 0 0 8 1 0 0 0 8 0 3 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 22-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 11.8 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---- ---- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ --------------- ---------------- ---------------- --------------- � Volume Module: Base Vol: 0 600 69 36 238 0 26 0 199 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 600 69 36 238 0 26 0 199 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 600 69 36 238 0 26 0 199 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 600 69 36 238 0 26 0 199 0 0 0 ------------ I --------------- --------------- --------------- 11 --------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 669 xxxx xxxxx 945 xxxx 238 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 931 xxxx xxxxx 293 xxxx 806 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 931 xxxx xxxxx 285 xxxx 806 xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 9.0 xxxx xxxxx 18.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 806 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 10.9 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B ApproachDel: xxxxxx xxxxxx 11.8 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2001 PM Thu Jun 8, 2000 12:11:57 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 13.2 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------I Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ---------- - --------------- --------------- ---------------11--------------- � Volume Moi Base Vol: 0 600 69 36 238 0 26 0 199 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 600 69 36 238 0 26 0 199 0 0 0 Added Vol: 0 19 91 0 89 0 0 0 13 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 619 160 36 327 0 26 0 212 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1-00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 619 160 36 327 0 26 0 212 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 619 160 36 327 0 26 0 212 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 779 xxxx xxxxx 1098 xxxx 327 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 847 xxxx xxxxx 238 xxxx 719 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 847 xxxx xxxxx 230 xxxx 719 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 9.4 xxxx xxxxx 22.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 719 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.1 xxxxx xxxx xxxxx Shared LOS: * * * * * * ,r * B ApproachDel: xxxxxx xxxxxx 13.2 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- , Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.684 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 16.2 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 Added Vol: 19 0 249 172 0 4 4 0 19 194 0 49 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 49 0 0 172 0 4 4 159 34 375 318 49 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 0 0 172 0 4 4 159 34 375 318 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 0 0 172 0 4 4 159 34 375 318 49 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 49 0 0 172 0 4 4 159 34 375 318 49 ------------ I--------------- --------------- ------- --------------- � Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 410 0 0 443 0 513 454 490 537 549 592 661 ------------I-- --- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.12 xxxx xxxx 0.39 xxxx 0.01 0.01 0.32 0.06 0.68 0.54 0.07 Crit Moves: **** **** **** **** Delay/Veh: 11.8 0.0 0.0 14.8 0.0 9.3 10.2 12.8 9.4 21.6 15.2 8.4 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.8 0.0 0.0 14.8 0.0 9.3 10.2 12.8 9.4 21.6 15.2 8.4 LOS by Move: B * * B * A D B A C C A ApproachDel: 11.8 14.7 12.1 18.0 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 11.8 14.7 12.1 18.0 LOS by Appr: B B B C ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control• Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 11 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 553 0 0 636 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 553 0 0 636 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 553 0 0 636 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 553 0 0 636 0 ------------I---------------11---------------11--------------- 11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx . ------------ I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 15-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 21.2 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- II--------------- --------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 553 0 0 636 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 0 0 0 0 0 0 553 0 0 636 0 Added Vol: 0 0 87 0 0 0 0 420 0 0 243 146 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 87 0 0 0 0 973 0 0 879 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 87 0 0 0 0 973 0 0 879 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 87 0 0 0 0 973 0 0 879 146 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx 973 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 309 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx 309 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- -------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx 21.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx 0 .xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 21.2 xxxxxx xxxxxx xxxxxx ApproachLOS: C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- -------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 =----------- --------------- --------------- ----------- --------------- Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1072 0 0 557 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1072 0 0 557 0 0 0 0 0 0 0 ------------I--------------- --------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- -------=-------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 17-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 18.5 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ---=-------- -----------= --------------- --------------- ----------=----� Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 Added Vol: 192 212 0 0 269 72 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 192 1284 0 0 826 72 0 0 110 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj :- 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 1284 0 0 826 72 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 192 1284 0 0 826 72 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 898 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 826 xxxx xxxx xxxxx Potent Cap. : 765 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 375 xxxx xxxx xxxxx Move Cap. . 765 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 375 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 11.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 18.5 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 18.5 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------I--------------- --------------- --------=------ -------------_-� Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1072 0 0 557 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1072 0 0 557 0 0 0 0 0 0 0 ------------I---------------11---------------11---------------11--------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 19-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway Average Delay (sec/veh) : 20.6 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 Added Vol: 165 404 0 0 343 36 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 165 1476 0 0 900 36 0 0 110 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 165 1476 0 0 900 36 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 165 1476 0 0 900 36 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 936 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 900 xxxx xxxx xxxxx Potent Cap. : 740 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 340 xxxx xxxx xxxxx Move Cap. . 740 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 340 xxxx xxxx xxxxx ------------ I --------------- ---------------- --------------- ---------------� Level Of Service Module: Stopped Del: 11.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 20.6 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: x-xxxx xxxxxx 20.6 Xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 20-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.467 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 18.2 Optimal Cycle: 19 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I---------------11---------------11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 - ---------I--------------- ---------------11---------------11---------------� Volume Module: Base Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 366 0 0 234 21 0 0 0 ill 0 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 434 366 0 0 234 21 0 0 0 ill 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 .1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 434 366 0 0 234 21 0 0 0 ill 0 91 ------------ --------------- II ---------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1550 139 0 0 0 1805 0 1615 _-----------I--------------- ------ --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.24 0.19 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.06 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.51 0.84 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.13 0.00 0.13 Volume/Cap: 0.47 0.23 0.00 0.00 0.47 0.47 0.00 0.00 0.00 0.47 0.00 0.43 Uniform Del: 15.5 1.6 0.0 0.0 27.0 27.0 0.0 0.0 0.0 40.2 0.0 39.9 IncremntDel: 0.4 0.1 0.0 0.0 0.6 0.6 0.0 0.0 0.0 1.5 0.0 1.4 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 15.9 1.7 0.0 0.0 27.6 27.6 0.0 0.0 0.0 41.6 0.0 41.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.9 1.7 0.0 0.0 27.6 27.6 0.0 0.0 0.0 41.6 0.0 41.3 DesignQueue: 12 3 0 0 9 1 0 0 0 5 0 4 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 21-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.729 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 27.8 Optimal Cycle: 35 Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 366 0 0 234 21 0 0 0 111 0 91 Added Vol: 56 22 0 0 23 0 0 0 0 378 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0' Initial Fut: 490 388 0 0 257 21 0 0 0 489 0 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 490 388 0 0 257 21 0 0 0 489 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 490 388 0 0 257 21 0 0 0 489 0 91 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 490 388 0 0 257 21 0 0 0 489 0 91 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1563 128 0 0 0 1805 0 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.27 0.20 0.00 0.00 0.16 0.16 0.00 0.00 0.00 0.27 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.37 0.60 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.37 0.00 0.37 Volume/Cap: 0.73 0.34 0.00 0.00 0.73 0.73 0.00 0.00 0.00 0.73 0.00 0.15 Uniform Del: 27.0 10.1 0.0 0.0 35.9 35.9 0.0 0.0 0.0 27.1 0.0 20.9 IncremntDel: 4.0 0.2 0.0 0.0 7.0 7.0 0.0 0.0 0.0 4.0 0.0 0.1 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 31.1 10.3 0.0 0.0 42.8 42.8 0.0 0.0 0.0 31.1 0.0 21.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.1 10.3 0.0 0.0 42.8 42.8 0.0 0.0 0.0 31.1 0.0 21.0 DesignQueue: 18 9 0 0 12 1 0 0 0 18 0 3 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 22-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 13.3 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- 11---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ ---=----------- --------------- ------------- ------------� Volume Module: Base Vol: 0 713 82 43 283 0 31 0 236 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 713 82 43 283 0 31 0 236 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 713 82 43 283 0 31 0 236 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 713 82 43 283 0 31 0 236 0 0 0 ------------I--------------- --------------- --------------- 11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 795 xxxx xxxxx 1123 xxxx 283 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 835 xxxx xxxxx 230 xxxx 761 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 835 xxxx xxxxx 221 xxxx 761 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 9.5 xxxx xxxxx 24.0 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 761 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.8 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B ApproachDel: xxxxxx xxxxxx 13.3 xxxxxx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 12:00:01 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 30.6 Worst Case Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 713 82 43 283 0 31 0 236 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 713 82 43 283 0 31 0 236 0 0 0 Added Vol: 0 78 370 0 401 0 0 0 57 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 791 452 43 684 0 31 0 293 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 791 452 43 684 0 31 0 293 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 791 452 43 684 0 31 0 293 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1243 xxxx xxxxx 1787 xxxx 684 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 567 xxxx xxxxx 90 xxxx 452 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 567 xxxx xxxxx 85 xxxx 452 xxxx xxxx xxxxx ------------I--------------- --------------- ---------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 11.9 xxxx xxxxx 69.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 452 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 26.5 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * D ApproachDel: xxxxxx xxxxxx 30.6 xxxxxx ApproachLOS: * * D Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Thu Jun 8, 2000 12:05:20 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection 49 19th and WB Ramps Average Delay (sec/veh) : 105.6 Worst Case Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- II---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ --------------- ------------- --------------- --------------- � Volume Module: Base Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 366 0 0 234 21 0 0 0 ill 0 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 434 366 0 0 234 21 0 0 0 ill 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 434 366 0 0 234 21 0 0 0 ill 0 91 ------------ --------------- ---------------11--------------- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ ..-------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 255 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1479 xxxx 366 Potent Cap. : 1322 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 140 xxxx 684 Move Cap. : 1322 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 104 xxxx 684 ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 9.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 183.2 xxxx xxxxx LOS by Move: A * * * * * * * * F t Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR = RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 684 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.1 Shared LOS: * * * * * * * * ,r * ,r B ApproachDel: xxxxxx xxxxxx xxxxxx 105.6 ApproachLOS: * * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO -MITIG8 - 2006 PM Thu Jun 8, 2000 12:05:20 -Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Base Volume Alternative ******************************************************************************** Intersection #9 19th and WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I ----------------I ---------------- ---------------- ---------------- � HevVeh: 0% 0% 0% 0% Grade: 0% 0% 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Thu Jun 8, 2000 12:05:28 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Average Delay (sec/veh) : 2052.6 Worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement i L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 Growth Adj: 1.00 1.00 1.00 l.00 1.00 i.0o i.o0 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 366 0 0 234 21 0 0 0 ill 0 91 Added Vol: 56 22 0 0 23 0 0 0 0 378 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 490 388 0 0 257 21 0 0 0 489 0 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 490 388 0 0 257 21 0 0 0 489 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 490 388 0 0 257 21 0 0 0 489 0 91 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 6.4 xxxx 6.2 FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 3.5 xxxx 3.3 ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 278 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 1636 xxxx 388 Potent Cap. : 1296 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 112 xxxx 665 Move Cap. : 1296 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx 79 xxxx 665 ------------I--------------- --------------- ----------------II--------------- � Level Of Service Module: Stopped Del: 9.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx 2432 xxxx xxxxx LOS by Move: A * * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 665 Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 11.3 Shared LOS: * * * * * * * * * * * B ApproachDel: xxxxxx xxxxxx xxxxxx 2052.6 ApproachLOS: * * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Thu Jun 8, 2000 12:05:28 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative Intersection #9 19th :and WB Ramps Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I---------------- I ---------------- ---------------- ----------------� HevVeh: 096 0%. 0$ 0$ Grade: 096 096 0$ 096 Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Fri Jun 9, 2000 11:24:08 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 11.9 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------=------ --------------- --------------- -------=-------� Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 - 0 Growth Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 0 0 0 0 0 159 15 181 318 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 30 0 0 0 0 0 0 159 15 181 318 0 ------------ --------------- 11---------------11--------------- ---------------� Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 6.5 6.2 7.1 6.5 xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 4.0 3.3 3.5 4.0 xxxxx ------------ --------------- --------------- --------------- II---------------I Capacity Module: Cnflict Vol: 0 xxxx xxxxx xxxx xxxx xxxxx xxxx 60 0 147 60 xxxxx Potent Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx 835 0 826 835 xxxxx Move Cap. : 0 xxxx xxxxx xxxx xxxx xxxxx xxxx 835 0 705 835 xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 0.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx 10.3 0.0 11.9 11.9 xxxxx LOS by Move: * * * * * * * B * B B Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxx= =xxxxx 9.4 11.9 ApproachLOS: * * A B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Fri Jun 9, 2000 11:24:08 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Base Volume Alternative Intersection #5 Valley Center and Catron Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I ---------------- I ---------------- ---------------- ---------------- � HevVeh: 0% 0% 0% 0% Grade: 0% 0% 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: '12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Fri Jun 9, 2000 11:24:21 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Average Delay (sec/veh) : 71.5 Worst Case Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Ignore Include Include Include Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- ----------- ---------------� Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 Added Vol: 19 0 249 172 0 4 4 0 19 194 0 49 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 49 0 0 172 0 4 4 159 34 375 318 49 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 0 0 172 0 4 4 159 34 375 318 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 49 0 0 172 0 4 4 159 34 375 318 49 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx 4.1 xxxx xxxxx 7.1 6.5 6.2 7.1 6.5 6.2 FollowUpTim: 2.2 xxxx xxxxx 2.2 xxxx xxxxx 3.5 4.0 3.3 3.5 4.0 3.3 ------------ --------------- --------------- ---------------11---------------� Capacity Module: Cnflict Vol: 4 xxxx xxxxx 0 xxxx xxxxx 626 442 0 541 446 0 Potent Cap. : 1631 xxxx xxxxx 0 xxxx xxxxx 400 513 0 455 510 0 Move Cap. : 1631 xxxx xxxxx 0 xxxx xxxxx 190 497 0 335 495 0 ------------I--------------- --------------- ---------------11---------------� Level Of Service Module: Stopped Del: 7.3 xxxx xxxxx 0.0 xxxx xxxxx 24.4 15.6 0.0 120.7 24.4 0.0 LOS by Move: A * * * * * C C * F C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * r ApproachDel: xxxxxx xxxxxx 13.1 71.5 ApproachLOS: * * B F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Fri Jun 9, 2000 11:24:21 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative ******************************************************************************** Intersection #5 Valley Center and Catron Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I --------------- I---------------- ---------------- ---------------- � HevVeh: 096 0$ 0$ 0$ Grade: 096 0$ 096 096 Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour Traffix 7.1.0607 (c) 1999 Dowling ASBOC. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM GALLATIN CENTER CATTAIL CREEK 2006 AM Thu Jun 8, 2000 13:56:36 Page 1-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------—------------- Scenario Report Scenario: 2006 AM Command: Default Command Volume: 2006 AM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: AM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:36 Page 2-1 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Trip Generation Report Forecast for AM Zone Rate Rate Trips Trips Total % Of # Subzone Amount Units In Out In Out Trips Total ---- ------------- ------- -------—----- ------ ------ ----- ----- ----- ----- 1 Gallatin Cen 0.85 Gallatin Cente 419.00 341.00 356 290 646 28.8 Zone 1 Subtotal . . . . . . . .. . .. . . . . . . . . . . . . . . . . . 356 290 646 28.8 2 North Lots 0.85 Food and Gas 216.00 209.00 184 178 362 16.1 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 184 178 362 16.1 3 Cattail Cree 0.75 Cattail Creek 1012.00 637.00 759 478 1237 55. Zone 3 Subtotal . . .. . . . . . . . . . . . . . . . . . . . . . . . . . 759 478 1237 55.1 --------------------------------------------------------------------------------- TOTAL . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1299 946 2245 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13.56:36 Page 3-1 --- -- --------------------------------------------------------------------------- ----------- -- --------------------------------------------------------------------- Trip Distribution Report Percent Of Trips Daily To Gates 1 2 3 4 5 Zone ----- ----- ----- 1 2.0 58.0 33.0 5.0 2.0 2 2.0 58.0 33.0 5.0 2.0 3 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:36 Page 4-1 ----------------.- .------------------------------------------------------------- --------------------------------------._-- --------------------------------------- Turning Movement Report AM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 349 0 0 919 0 0 0 0 0 0 0 1268 Added 402 351 0 0 257 105 46, 0 292 0 0 0 1453 Total 402 700 0 0 1176 105 46 0 292 0 0 0 2721 #4 Valley Center and 19th Base 57 284 0 0 601 14 82 0 318 0 0 0 1356 Added 217 46 0 0 145 374 332 0 189 0 0 0 1303 Total 274 330 0 0 746 388 414 0 507 0 0 0 2659 #5 Valley Center and Catron Base 0 0 21 0 0 0 0 334 5 20 68 0 448 Added 15 0 304 174 0 4 4 0 22 411 0 45 979 Total 15 0 325 174 0 4 4 334 27 431 68 45 1427 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 406 0 0 140 0 546 Added 0 0 43 0 0 0 0 479 0 0 456 135 1113 Total 0 0 43 0 0 0 0 885 0 0 596 135 1659 #7 19th and N. Driveway Base 0 349 0 0 919 0 0 0 0 0 0 0 1268 Added 72 263 0 0 308 27 0 0 34 0 0 0 704 Total 72 612 0 0 1227 27 0 0 34 0 0 0 1972 #8 19th and South Driveway Base 0 349 0 0 919 0 0 0 0 0 0 0 1268 Added 62 335 0 0 328 14 0 0 34 0 0 0 773 Total 62 684 0 0 1247 14 0 0 34 0 0 0 2041 #9 19th and WB Ramps Base 159 127 0 0 395 22 0 0 0 30 0 23 756 Added 47 19 0 0 26 0 0 0 0 429 0 0 521 Total 206 146 0 0 421 22 0 0 0 459 0 23 1277 #10 19th and EB Ramps Base 0 237 92 100 275 0 14 0 300 0 0 0 1018 Added 0 66 312 0 455 0 0 0 65 0 0 0 898 Total 0 303 404 100 730 0 14 0 365 0 0 0 1916 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 5-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report Base Volume Alternative ---------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 349 0 0 919 0 0 0 0 0 0 0 4 Valley Center 57 284 0 0 601 14 82 0 0 0 0 0 5 Valley Center 0 0 0 0 0 0 0 334 5 20 68 0 6 Valley Center 0 0 0 0 0 0 0 406 0 0 140 0 7 19th and N. D 0 349 0 0 919 0 0 0 0 0 0 0 8 19th and Sout 0 349 0 0 919 0 0 0 0 0 0 0 9 19th and WB R 159 127 0 0 395 22 0 0 0 30 0 23 10 19th and EB R 0 237 92 100 275 0 14 0 300 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 6-1 ---------------- ------------------------------------------------------------------- ------ ------------------------------------------------------------------------- Intersection Volume Report Future Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 402 700 0 0 1176 105 46 0 292 0 0 0 4 Valley Center 274 330 0 0 746 388 414 0 0 0 0 0 5 Valley Center 15 0 0 174 0 4 4 334 27 431 68 45 6 Valley Center 0 0 43 0 0 0 0 885 0 0 596 135 7 19th and N. D 72 612 0 0 1227 27 0 0 34 0 0 0 8 19th and Sout 62 684 0 0 1247 14 0 0 34 0 0 0 9 19th and WB R 206 146 0 0 421 22 0 0 0 459 0 23 10 19th and EB R 0 303 404 100 730 0 14 0 365 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 20106 AM Thu Jun 8, 2000 13:56:46 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change - Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.2 0.499 C 23.6 0.894 +23.310 D/V # 4 Valley Center and 19th A 8.4 0.405 C 27.6 0.798 +19.193 D/V # 5 Valley Center and Catron B 10.4 0.438 C 22.4 0.819 + 0.382 V/C # 6 Valley Center and Driveway A 0.0 0.000 C 16.8 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 C 24.4 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 D 25.0 0.000 + 0.000 V/C # 9 19th and WB Ramps B 14.0 0.361 C 27.2 0.649 +13.191 D/V # 10 19th and EB Ramps B 12.8 0.000 E 46.5 0.000 + 0.000 V/C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 8-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.499 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 0.2 Optimal Cycle: 20 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L T R - T - R ------------ --------------- 11---------------11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------ - -- i--------------- 11---------------H--------------- H---------------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 User Adj: 1-00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 349 0 0 919 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 349 0 0 919 0 0 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 349 0 0 919 0 0 0 0 0 0 0 ------------ I ----------- ---- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Final Sat. : 1900 1900 0 0 1900 1900 1900 1900 0 0 0 0 ------------ I ------------------------ --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.18 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.97 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.19 0.00 0.00 0.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Del: 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.0 0.1 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj : 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.1 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 1 0 0 2 0 0 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 9-1 • --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. W : 0.894 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 23.6 Optimal Cycle: 77 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 Added Vol: 402 351 0 0 257 105 46 0 292 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 402 700 0 0 1176 105 46 0 292 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 402 700 0 0 1176 105 46 0 292 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 402 700 0 0 1176 105 46 0 292 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 402 700 0 0 1176 105 46 0 292 0 0 0 ------------ --------------- --------------- ---------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1805 0 1615 0 0 0 ------------ I--------------- --------------- --------------- --------------- Capacity Analysis Module: Vol/Sat: 0.22 0.37 0.00 0.00 0.62 0.07 0.03 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** *** **** Green/Cycle: 0.25 0.94 0.00 0.00 0.69 0.69 0.03 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.89 0.39 0.00 0.00 0.89 0.09 0.89 0.00 0.65 0.00 0.00 0.00 Uniform Del: 36.3 0.3 0.0 0.0 12.4 5.1 48.4 0.0 31.8 0.0 0.0 0.0 IncremntDel: 19.8 0.1 0.0 0.0 8.2 0.0 86.8 0.0 3.4 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 56.1 0.4 0.0 0.0 20.6 5.1 135.3 0.0 35.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 56.1 0.4 0.0 0.0 20.6 5.1 135.3 0.0 35.2 0.0 0.0 0.0 DesignQueue: 18 3 0 0 24 2 2 0 12 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 10-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.405 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 8.4 Optimal Cycle: 17 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- I--------------- ---------------11--------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 - ---- I---------------- --------------- ------ ---------11---------------� Volume Module: Base Vol: 57 284 0 0 601 14 82 0 318 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 57 284 0 0 601 14 82 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00, 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 57 284 0 0 601 14 82 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 57 284 0 0 601 14 82 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1-00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 57 284 0 0 601 14 82 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------1 Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ I --------------- ---------- ------ - ------- ---------------� Capacity Analysis Module: Vol/Sat: 0.03 0.15 0.00 0.00 0.32 0.01 0.05 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.08 0.86 0.00 0.00 0.78 0.78 0.11 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.41 0.17 0.00 0.00 0.41 0.01 0.41 0.00 0.00 0.00 0.00 0.00 Uniform Del: 43.9 1.2 0.0 0.0 3.5 2.4 41.3 0.0 0.0 0.0 0.0 0.0 IncremntDel: 1.9 0.1 0.0 0.0 0.2 0.0 1.3 0.0 0.0 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 45.8 1.2 0.0 0.0 3.7 2.4 42.6 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 45.8 1.2 0.0 0.0 3.7 2.4 42.6 0.0 0.0 0.0 0.0 0.0 DesignQueue: 3 2 0 0 8 0 4 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 11-1 ---------------------------------------------------------------------------------- ----- ----------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.798 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 27.6 Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 ------------ I --------------- --------------- ---- ---- ---------------� Volume Module: Base Vol: 57 284 0 0 601 14 82 0 318 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 57 284 0 0 601 14 82 0 0 0 0 0 Added Vol: 217 46 0 0 145 374 332 0 189 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 274 330 0 0 746 388 414 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 274 330 0 0 746 388 414 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 274 330 0 0 746 388 414 0 0 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 274 330 0 0 746 388 414 0 0 0 0 0 ------------ --------------- --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.15 0.17 0.00 0.00 0.39 0.24 0.23 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.19 0.68 0.00 0.00 0.49 0.49 0.29 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.80 0.25 0.00 0.00 0.80 0.49 0.80 0.00 0.00 0.00 0.00 0.00 Uniform Del: 38.6 6.1 0.0 0.0 21.2 17.0 32.9 0.0 0.0 0.0 0.0 0.0 IncremntDel: 12.3 0.1 0.0 0.0 4.9 0.5 8.5 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 51.0 6.2 0.0 0.0 26.1 17.4 41.4 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 51.0 6.2 0.0 0.0 26.1 17.4 41.4 0.0 0.0 0.0 0.0 0.0 DesignQueue: 13 6 0 0 23 12 17 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 12-1 ---------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #k5 Valley Center and Catron Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.438 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.4 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11---------------11 ----- - Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ j --------------- 11--------------- 11--------------- II--------------- j Volume Module: Base Vol: 0 0 21 0 0 0 0 334 5 20 68 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 334 5 20 68 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 334 5 20 68 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 334 5 20 68 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 334 5 20 68 0 -------------- j ------ ---------- --------------... 11--------------- ----------- -- - - j Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat.: 0 0 0 0 0 0 0 763 894 617 676 0 ------------ I--------------- ---------------11--------------- II---------------- I Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.44 0.01 0.03 0.10 xxxx Crit Moves: **** **** Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.9 6.7 8.5 8.4 0.0 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 10.9 6.7 8.5 8.4 0.0 LOS by Move: * * * * * * * B A A A ApproachDel: xxxxxx xxxxxx 10.9 8.4 Delay Adj : xxxxx xxxxx 1.00 1.00 ApprAdjDel: xxxxxx xxxxxx 10.9 8.4 LOS by Appr: * * B A ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 13-1 ------- ----------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.819 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 22.4 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------- ---------------11---------------11---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 21 0 0 0 0 334 5 20 68 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 334 5 20 68 0 Added Vol: 15 0 304 174 0 4 4 0 22 411 0 45 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 0 0 174 0 4 4 334 27 431 68 45 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 0 174 0 4 4 334 27 431 68 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 0 174 0 4 4 334 27 431 68 45 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 15 0 0 174 0 4 4 334 27 431 68 45 ------------ --------------- -------------- --------------- --------------- � Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 394 0 0 435 0 503 482 527 575 526 556 622 ----------- --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 xxxx xxxx 0.40 xxxx 0.01 0.01 0.63 0.05 0.82 0.12 0.07 Crit Moves: **** **** **** **** Delay/Veh: 11.3 0.0 0.0 15.2 0.0 9.4 9.9 19.5 8.9 32.4 9.8 8.7 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.3 0.0 0.0 15.2 0.0 9.4 9.9 19.5 8.9 32.4 9.8 8.7 LOS by Move: B * * C * A A C A D A A ApproachDel: 11.3 15.1 18.6 27.6 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 11.3 15.1 18.6 27.6 LOS by Appr: B C C D ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------H---------------11---------------11---------------I Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 406 0 0 140 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 406 0 0 140 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 406 0 0 140 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 406 0 0 140 0 ------------I--------------- --------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 16.8 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ ------------- --------------- --------------- -------=-------� Volume Module: Base Vol: 0 0 0 0 0 0 0 406 0 0 140 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 406 0 0 140 0 Added Vol: 0 0 43 0 0 0 0 479 0 0 456 135 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 43 0 0 0 0 885 0 0 596 135 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 43 0 0 0 0 885 0 0 596 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 43 0 0 0 0 885 0 0 596 135 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- -------- -- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx 885 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 347 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 347 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------- I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx 16.8 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 16.8 xxxxxx xxxxxx xxxxxx ApproachLOS: C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 16-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ -----------=--- --------------- --------------- ---------------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 349 0 0 919 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 349 0 0 919 0 0 0 0 0 0 0 -----------d---------------11---------------11--------------- 11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx == xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xXY= xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection 47 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 24.4 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ -------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 Added Vol: 72 263 0 0 308 27 0 -0 34 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 612 0 0 1227 27 0 0 34 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 612 0 0 1227 27 0 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 72 612 0 0 1227 27 0 0 34 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- 11 ---------------- 11--------------- --------------- � Capacity Module: Cnflict Vol: 1254 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1227 xxxx xxxx xxxxx Potent Cap. : 562 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 220 xxxx xxxx xxxxx Move Cap. . 562 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 220 xxxx xxxx xxxxx ------------I--------------- � � ------ - - --- � �---------------- --------------- � Level Of Service Module: Stopped Del: 12.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 24.4 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx x= xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 24.4 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 18-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0. 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 349 0 0 919 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 349 0 0 919 0 0 0 0 0 0 0 ------------I--------------- --------------- --------------- ---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------i--------------- --- ------ --------------- ---------------) Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 25.0 Worst Case Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 349 0 0 919 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 349 0 0 919 0 0 0 0 0 0 0 Added Vol: 62 335 0 0 328 14 0 0 34 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 684 0 0 1247 14 0 0 34 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 684 0 0 1247 14 0 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 62 684 0 0 1247 14 0 0 34 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 1261 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1247 xxxx xxxx xxxxx Potent Cap. : 558 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 214 xxxx xxxx xxxxx Move Cap. : 558 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 214 xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 12.3 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 25.0 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * D Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 25.0 xxxxxx ApproachLOS: * * D Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 20-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.361 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 14.0 Optimal Cycle: 16 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- 11- -- ------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 - - ------- ------ ---------- ---------------11--------------- ---------------I Volume Module: Base Vol: 159 127 0 0 395 22 0 0 0 30 0 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 127 0 0 395 22 0 0 0 - 30 0 23 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 159 127 0 0 395 22 0 0 0 30 0 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 159 127 0 0 395 22 0 0 0 30 0 23 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 159 127 0 0 395 22 0 0 0 30 0 23 ------------ --------------- --------------- ---------------11--------- --- ----- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1607 90 0 0 0 1805 0 1615 ------------I --------------- ------ -- -- ---------------� �------ --- � Capacity Analysis Module: Vol/Sat: 0.09 0.07 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.02 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.24 0.92 0.00 0.00 0.68 0.68 0.00 0.00 0.00 0.05 0.00 0.05 Volume/Cap: 0.36 0.07 0.00 0.00 0.36 0.36 0.00 0.00 0.00 0.36 0.00 0.31 Uniform Del: 31.4 0.3 0.0 0.0 6.8 6.8 0.0 0.0 0.0 46.3 0.0 46.2 IncremntDel: 0.5 0.0 0.0 0.0 0.2 0.2 0.0 0.0 0.0 2.7 0.0 2.4 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 31.9 0.3 0.0 0.0 7.0 7.0 0.0 0.0 0.0 48.9 0.0 48.5 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 31.9 0.3 0.0 0.0 7.0 7.0 0.0 0.0 0.0 48.9 0.0 48.5 DesignQueue: 7 1 0 0 7 0 0 0 0 2 0 1 ******************************************************************************** Traffix 7.1,0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 21-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.649 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 27.2 Optimal Cycle: 28 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 159 127 0 0 395 22 0 0 0 30 0 23 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 159 127 0 0 395 22 0 0 0 30 0 23 Added Vol: 47 19 0 0 26 0 0 0 0 429 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 206 146 0 0 421 22 0 0 0 459 0 23 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 206 146 0 0 421 22 0 0 0 459 0 23 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 206 146 0 0 421 22 0 0 0 459 0 23 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 206 146 0 0 421 22 0 0 0 459 0 23 ------------ --------------- --------------- --------------- 11--------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1612 84 0 0 0 1805 0 1615 ------------ I--------------- ---------------11---------------11--------------- I Capacity Analysis Module: Vol/Sat: 0.11 0.08 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.25 0.00 0.01 Crit Moves: **** **** **** Green/Cycle: 0.18 0.58 0.00 0.00 0.40 0.40 0.00 0.00 0.00 0.39 0.00 0.39 Volume/Cap: 0.65 0.13 0.00 0.00 0.65 0.65 0.00 0.00 0.00 0.65 0.00 0.04 Uniform Del: 38.3 9.6 0.0 0.0 24.2 24.2 0.0 0.0 0.0 24.8 0.0 18.8 IncremntDel: 4.7 0.1 0.0 0.0 2.2 2.2 0.0 0.0 0.0 2.1 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 43.0 9.7 0.0 0.0 26.4 26.4 0.0 0.0 0.0 26.9 0.0 18.8 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 43.0 9.7 0.0 0.0 26.4 26.4 0.0 0.0 0.0 26.9 0.0 18.8 DesignQueue: 10 3 0 0 15 1 0 0 0 17 0 1 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 22-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 12.8 Worst Case Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 -----------= --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 237 92 100 275 0 14 0 300 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 i.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 237 92 100 275 0 14 0 300 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 237 92 100 275 0 14 0 300 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 •0 0 0 Final Vol. : 0 237 92 100 275 0 14 0 300 0 0 0 ------------ --------------- ---------------11--------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------ ----- --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 329 xxxx xxxxx 758 xxxx 275 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 1242 xxxx xxxxx 378 xxxx 769 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 1242 xxxx xxxxx 355 xxxx 769 xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 8.2 xxxx xxxxx 15.6 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 769 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 12.7 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * B * * t ApproachDel: xxxxxx xxxxxx 12.8 XXXXXx ApproachLOS: * * B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 AM Thu Jun 8, 2000 13:56:46 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 46.5 Worst Case Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound 'Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 237 92 100 275 0 14 0 300 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 237 92 100 275 0 14 0 300 0 0 0 Added Vol: 0 66 312 0 455 0 0 0 65 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 303 404 100 730 0 14 0 365 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 303 404 100 730 0 14 0 365 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 303 404 100 730 0 14 0 365 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------ I --------------- --------------- ----- ----- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 707 xxxx xxxxx 1435 xxxx 730 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 901 xxxx xxxxx 149 xxxx 426 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 901 xxxx xxxxx 136 xxxx 426 xxxx xxxx xxxxx ------------ I ------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 9.5 xxxx xxxxx 34.5 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * A * * D Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 426 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 46.9 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * E ApproachDel: xxxxxx xxxxxx 46.5 xxxxxx ApproachLOS: * * E Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Fri Jun 9, 2000 14:50:18 Page 1-1 ----------- -- -------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.820 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 20.4 Optimal Cycle: 45 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -- --- - --------------- ---- Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 ------------ ------------- Volume Module: Base Vol: 57 284 0 0 601 14 82 0 318 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 57 284 0 0 601 14 82 0 318 0 0 0 Added Vol: 217 46 0 0 145 374 332 0 189 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 274 330 0 0 746 388 414 0 507 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 274 330 0 0 746 388 414 0 507 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 274 330 0 0 746 388 414 0 507 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 274 330 0 0 746 388 414 0 507 0 0 0 ------------ I --------------- � � ----------- -- II---------------11---------------I Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.35 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 658 1900 0 1900 1900 1615 1805 0 1615 0 1900 0 ------------- I--------------- II ....__-----------11--------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.42 0.17 0.00 0.00 0.39 0.24 0.23 0.00 0.31 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.88 0.68 0.00 0.00 0.49 0.78 0.29 0.00 0.48 0.00 0.00 0.00 Volume/Cap: 0.47 0.25 0.00 0.00 0.80 0.31 0.80 0.00 0.66 0.00 0.00 0.00 Uniform Del: 11.3 6.1 0.0 0.0 21.2 3.2 32.9 0.0 19.9 0.0 0.0 0.0 IncremntDel: 0.6 0.1 0.0 0.0 4.9 0.1 8.5 0.0 2.1 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 11.9 6.2 0.0 0.0 26.1 3.3 41.4 0.0 22.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.9 6.2 0.0 0.0 26.1 3.3 41.4 0.0 22.0 0.0 0.0 0.0 DesignQueue: 13 6 0 0 23 5 17 0 16 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Fri Jun 9, 2000 14:50a18 Page 2-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Operations Method Future Volume Alternative Intersection #4 Valley Center and 19th ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- -------------- --------------- � HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 Lane Group: L RT RT L T R L RT RT LTR LTR LTR #LnslnGrps: 1 1 1 1 1- 1 1 1 1 1 1 1 ------------I--------------- 11 --------------- --------------- -----------_---� HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------ I ------- 11--------------- --------------- ---------------� HCM Ops f(rt) and f(lt) Adj Case Module: _ f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx 5 xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------ I --------------- 11--------------- --------------- --------------- � HCM Ops Saturation Adj Module: Ln Wid Adj : 1.60 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Hev Veh Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Grade Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Parking Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Bus Stp Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Area Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx RT Adj: xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx 0.85 xxxx xxxx xxxxx LT Adj: 0.95 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.O0 1.00 1.00 MLF Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 ------------I--------------- 11---------------11---------------11-- ------------ � Delay Adjustment Factor Module: PrtPermCase: 1 xxxxx xxxxx xxxxx Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Fri Jun 9, 2000 14:50:18 Page 2-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Dual Phase Control) 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L2 - L1 - T L2 - L1 - T L2 - L1 - T L2 - L1 - T ------------ --------------- --------------- --------------- ---------------� Control: Prot+Permit Protected Protected Protected ------------ --------------- --------------- --------------- ------=--------� HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx f(lt) Case: 2 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx ------------I---------------11--------------- --------------- --------------- HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Hev Veh Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Grade Adj : 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Parking Adj: xxxx xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Bus Stp Adj: xxxx xxxx 1.0o xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Area Adj : 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx RT Adj : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx == LT Adj : 0.18 0.95 xxxxx xxxx xxxx xxxxx xxxx 0.95 xxxxx xxxx xxxx xxxxx HCM Sat Adj: 0.18 0.95 1.00 xxxx 1.00 1.00 xxxx 0.95 1.00 xxxx 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 MLF Sat Adj : 1.00 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 Fnl Sat Adj: 0.18 0.95 1.00 xxxx 1.00 1.00 xxxx 0.95 1.00 xxxx 1.00 1.00 ------------I --------------- --------------- --------------- ---------------� Volume Module: Volume: 0 274 330 xxxx 0 746 xxxx 414 0 xxxx 0 0 ------------I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 xxxx 1900 1900 xxxx 1900 1900 xxxx 1900 1900 Adjustment: 0.18 0.95 1.00 xxxx 1.00 1.00 xxxx 0.95 1.00 xxxx 1.00 1.00 Lanes: 1.00 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 0.00 xxxx 0.00 1.00 Final Sat. : 343 1805 1900 1900 1900 1900 1805 0 0 0 1900 1900 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.15 0.17 0.00 0.39 0.39 0.23 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.69 0.19 0.68 xxxx 0.00 0.49 xxxx 0.29 0.00 xxxx 0.00 0.00 Volume/Cap: 0.00 0.80 0.25 xxxx 0.00 0.80 xxxx 0.80 0.00 xxxx 0.00 0.00 ******************************************************************************** Note: L2 = Permitted Left, L1 = Protected Left, T = Thru ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 AM Fri Jun 9, 2000 14:50:18 Page 2-3 --------------------------------------------------------------------------------- ---"""---------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Permitted Left Turn Sat Adj) 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th Approach: North South East West Cycle Length, C: 100 xxxxxx xxxxxx xxxxxx Actual Green Time Per Lane Group, G: 85.28 xxxxxx xxxxxx xxxxxx Effective Green Time Per Lane Group, g: 69.25 xxxxxx xxxxxx xxxxxx Opposing Effective Green Time, go: 49.22 xxxxxx xxxxxx xxxxxx Number Of Opposing Lanes, No: 1 xxxxxx xxxxxx xxxxxx Number Of Lanes In Lane Group, N: 1 xxxxxx xxxxxx xxxxxx Adjusted Left-Turn Flow Rate, Vlt: 274 xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Lane Group, Plt: 1.00 xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Opp Flow, Plto: xxxxxx xxxxxx xxxxxx xxxxxx Left Turns Per Cycle, LTC: 7.61 xxxxxx xxxxxx xxxxxx Adjusted Opposing Flow Rate, Vo: 746 xxxxxx xxxxxx xxxxxx Opposing Flow Per Lane Per Cycle, Volc: 20.72 xxxxxx xxxxxx xxxxxx Opposing Platoon Ratio, Rpo: 1.00 xxxxxx xxxxxx xxxxxx Lost Time Per Phase, tl: 0.00 xxxxxx xxxxxx xxxxxx Eff grn until arrival of left-turn car, gf: 0.00 xxxxxx xxxxxx xxxxxx Opposing Queue Ratio, qro: 0.51 xxxxxx xxxxxx xxxxxx Eff grn blocked by opposing queue, gq: 35.94 xxxxxx xxxxxx xxxxxx Eff grn while left turns filter thru, gu: 33.31 xxxxxx xxxxxx xxxxxx Max opposing cars arriving during gq-gf, n: xxxxxx xxxxxx xxxxxx xxxxxx Proportion of Opposing Thru & RT cars, ptho: xxxxxx xxxxxx xxxxxx xxxxxx Left-turn Saturation Factor, fs: 0.41 xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Shared Lane, pl: 1.00 xxxxxx xxxxxx xxxxxx Through-car Equivalents, ell: 2.67 xxxxxx xxxxxx xxxxxx Single Lane Through-car Equivalents, e12: xxxxxx xxxxxx xxxxxx xxxxxx Minimum Left Turn Adjustment Factor, fmin: 0.06 xxxxxx xxxxxx xxxxxx Single Lane Left Turn Adjustment Factor, fm: 0.18 xxxxxx xxxxxx xxxxxx Left Turn Adjustment Factor, flt: 0.18 xxxxxx xxxxxx xxxxxx ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM GALLATIN CENTER CATTAIL CREEK 1 2006 PM Thu Jun 8, 2000 14:02:35 Page 1-1 -------------------------------------------------------------------------------- 1 a� Scenario Report Scenario: 2006 PM Command: Default Command Volume: 2006 PM Geometry: Default Geometry Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Routes Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 .PM Thu Jun 8, 2000 14:02:35 Page 2-1 -------------------------------------------------------------------------------- ---------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total W Of # Subzone Amount Units In Out in Out Trips Total ---- ------------ ------- -------------- ----— ------ ----- ----- ----- ----- 1 Gallatin Cen 0.85 Gallatin Cente 1115.00 1112.00 948 945 .1893 53 Zone 1 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 948 945 1893 53.1 2 North Lots 0:85 Food and Gas 233.00 206.00 198 175 373 10.5 Zone 2 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 198 175 373 10.5 3 Cattail Cree 0.75 Cattail Creek 703.00 1031.00 527 773 1300 36. Zone 3 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 527 773 1300 36.5 - - - - ------------------------------------------------------------------- TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1673 1893 3566 100.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO } 2006 PM Thu Jun 8, 2000 14:02:35 Page 3-1 -------------------------------------------------------------------------------- .� -------------------------------------------------------------------------------- 1 Trip Distribution Report - Percent Of Trips Daily To Gates 1 2 3 4 5 Zone ----- ----- ----- ------ ----- 1 2.0 58.0 33.0 5.0 2.0 1 2 2.0 58.0 33.0 5.0 2.0 3 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:35 Page 4-1 ----------------------------------------------------------------------------------- --------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 1072 0 0 557 0 0 0 0 0 0 0 1629 Added 422 549 0 0 488 129 123 0 610 0 0 0 2321 Total 422 1621 0 0 1045 129 123 0 610 0 0 0 3950 #4 Valley Center and 19th Base 386 687 0 0 374 ill 134 0 184 0 0 0 1876 Added 191 123 0 0 238 432 634 0 268 0 0 0 1886 Total 577 810 0 0 612 543 768 0 452 0 0 0 3762 #5 Valley Center and Catron Base 30 0 192 0 0 0 0 159 15 181 318 0 895 Added 34 0 617 172 0 4 4 0 30 429 0 49 1339 Total 64 0 809 172 0 4 4 159 45 610 318 49 2234 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 553 0 0 636 0 1189 Added 0 0 114 0 0 0 0 789 0 0 477 146 1526 Total 0 0 114 0 0 0 0 1342 0 0 1113 146 2715 #7 19th and N. Driveway Base 0 1072 0 0 557 0 0 0 0 0 0 0 1629 Added 192 314 0 0 434 72 0 0 110 0 0 0 1122 Total 192 1386 0 0 991 72 0 0 110 0 0 0 2751 #8 19th and South Driveway Base 0 1072 0 0 557 0 0 0 0 0 0 0 1629 Added 165 507 0 0 508 36 0 0 110 0 0 0 1326 Total 165 1579 0 0 1065 36 0 0 110 0 0 0 2955 #9 19th and WB Ramps Base 434 366 0 0 234 21 0 0 0 111 0 91 1257 Added 95 38 0 0 33 0 0 0 0 552 0 0 718 Total 529 404 0 0 267 21 0 0 0 663 0 91 1975 #10 19th and EB Ramps Base 0 713 82 43 283 0 31 0 236 0 0 0 1388 Added 0 133 625 0 586 0 0 0 84 0 0 0 1428 Total 0 846 707 43 869 0 31 0 320 0 0 0 2816 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 5-1 -------------------------------------------------------------------------------- ---------------------- Intersection Volume Report Base Volume Alternative ------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 0 1072 0 0 557 0 0 0 0 0 0 0 4 Valley Center 386 687 0 0 374 Ill 134 0 184 0 0 0 5 Valley Center 30 0 0 0 0 0 0 159 15 181 318 0 6 Valley Center 0 0 0 0 0 0 0 553 0 0 636 0 7 19th and N. D 0 1072 0 0 557 0 0 0 0 0 0 0 8 19th and Sout 0 1072 0 0 557 0 0 0 0 0 0 0 9 19th and WB R 434 366 0 0 234 21 0 0 0 ill 0 91 10 19th and EB R 0 713 82 43 283 0 31 0 236 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling ASSOC. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report Future Volume Alternative Northbound Southbound Eastbound Westbound Node Intersection L -- T -- .R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 422 1621 0 0 1045 129 123 0 610 0 0 0 4 Valley Center 577 810 0 0 612 543 768 0 452 0 0 0 5 Valley Center 64 0 0 172 0 4 4 159 45 610 318 49 6 Valley Center 0 0 114 0 0 0 0 1342 0 0 1113 146 7 19th and N. D 192 1386 0 0 991 72 0 0 110 0 0 0 8 19th and Sout 165 1579 0 0 1065 36 0 0 110 0 0 0 9 19th and WB R 529 404 0 0 267 21 0 0 0 663 0 91 10 19th and EB R 0 846 707 43 869 0 31 0 320 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS Veh C LOS Veh C # 3 19th and Deadmans Gulch A 0.4 0.582 D 42.9 1.028 +42.479 D/V # 4 Valley Center and 19th B 11.5 0.652 D 46:6 1.210 +35.040 D/V # 5 Valley Center and Catron B 10.8 0.448 F 52.5 1.130 + 0.682 V/C # 6 Valley Center and Driveway A 0.0 0.000 E 49.9 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 C 23.7 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 D 26.8 0.000 + 0.000 V/C # 9 19th and WB Ramps B 18.2 0.467 D 35.0 0.856 +16.793 D/V # 10 19th and EB Ramps B 9.3 0.562 B 10.4 0.688 + 1.031 D/V Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 8-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.582 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 0.4 Optimal Cycle: 23 Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- -------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ---- -- - ---I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj: 1.00 1.0o 1.0o 1.o0 l.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1072 0 0 557 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1072 O 0 557 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 1072 0 0 557 0 0 0 0 0 0 0 ------------I--------------- --------------- ---------------� � ------ -- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Final Sat. : 1900 1900 0 0 1900 1900 1900 1900 0 0 0 0 ------------I--------------- --------------- --- ------------- Capacity Analysis Module: Vol/Sat: 0.00 0.56 0.00 0.00 0.29 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.97 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.00 0.58 0.00 0.00 0.30 0.00 0.00 0.00 o.00 0.00 0.00 0.00 Uniform Del: 0.0 0.1 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.0 0.5 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj : 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 0.6 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.6 0.0 0.0 0.2 0.0 0.0 0.0 o.0 0.0 0.0 0.0 DesignQueue: 0 2 0 0 1 0 0 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 9-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.028 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 42.9 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- ---------------11--------------- --------------- � Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------I-------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00 1.00 Initial Bee: 0 1072 0 0 557 0 0 0 0 0 0 0 Added Vol: 422 549 0 0 488 129 123 0 610 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 422 1621 0 0 1045 129 123 0 610 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 422 1621 0 0 1045 129 123 0 610 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 422 1621 0 0 1045 129 123 0 610 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 422 1621 0 0 1045 129 123 0 610 0 0 0 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1805 0 1615 0 0 0 ------------I---------------� �-------- � �-------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.23 0.85 0.00 0.00 0.55 0.08 0.07 0.00 0.38 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.25 0.83 0.00 0.00 0.58 0.58 0.14 0.00 0.39 0.00 0.00 0.00 Volume/Cap: 0.94 1.03 0.00 0.00 0.94 0.14 0.49 0.00 0.97 0.00 0.00 0.00 Uniform Del: 36.9 8.5 0.0 0.0 19.4 9.5 39.7 0.0 30.1 0.0 0.0 0.0 IncremntDel: 28.9 30.1 0.0 0.0 15.5 0.1 1.5 0.0 29.5 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 65.8 38.6 0.0 0.0 34.9 9.5 41.2 0.0 59.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 65.8 38.6 0.0 0.0 34.9 9.5 41.2 0.0 59.7 0.0 0.0 0.0 DesignQueue: 19 20 0 0 28 3 6 0 23 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 10-1 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.652 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 11.5 Optimal Cycle: 20 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------- I--------------- ---------------11--------------- 11---------------� Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 ------------ I--------------- --------------- 11--------------- 11---------------� Volume Module: Base Vol: 386 687 0 0 374 ill 134 0 184 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 386 687 0 0 374 ill 134 0 184 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 386 687 0 0 374 111 134 0 184 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 687 0 0 374 ill 134 0 184 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 386 687 0 0 374 ill 134 0 184 0 0 0 ------------ --------------- --------- ------ --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.61 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 1158 1900 0 1900 1900 1615 1805 0 1615 0 1900 0 ------------- I-------------..- ---------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.33 0.36 0.00 0.00 0.20 0.07 0.07 0.00 0.11 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 1.26 0.82 0.00 0.00 0.39 0.54 0.15 0.00 0.58 0.00 0.00 0.00 Volume/Cap: 0.26 0.44 0.00 0.00 0.50 0.13 0.50 0.00 0.20 0.00 0.00 0.00 Uniform Del: 6.3 2.5 0.0 0.0 22.9 11.3 39.2 0.0 10.1 0.0 0.0 0.0 IncremntDel: 0.1 0.2 0.0 0.0 0.5 0.1 1.5 0.0 0.1 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 6.4 2.7 0.0 0.0 23.4 11.3 40.6 0.0 10.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 6.4 2.7 0.0 0.0 23.4 11.3 40.6 0.0 10.2 0.0 0.0 0.0 DesignQueue: 13 8 0 0 13 3 6 0 4 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 11-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.210 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 46.6 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- 11--------------- 11 --------------- � Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 ------------I--------------- -------------- --------------- ---------------� Volume Module: Base Vol: 386 687 0 0 374 ill 134 0 184 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 386 687 0 0 374 111 134 0 184 0 0 0 Added Vol: 191 123 0 0 238 432 634 0 268 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 577 810 0 0 612 543 768 0 452 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 577 810 0 0 612 543 768 0 452 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 577 810 0 0 612 543 768 0 452 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 577 810 0 0 612 543 768 0 452 0 0 0 ------------ --- ---- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.42 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 805 1900 0 1900 1900 1615 1805 0 1615 0 1900 0 ------------ I--------------- --------------- --------------- ----------� Capacity Analysis Module: Vol/Sat: 0.72 0.43 0.00 0.00 0.32 0.34 0.43 0.00 0.28 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.88 0.58 0.00 0.00 0.29 0.68 0.39 0.00 0.68 0.00 0.00 0.00 Volume/Cap: 0.81 0.73 0.00 0.00 1.10 0.49 1.10 0.00 0.41 0.00 0.00 0.00 Uniform Del: 21.2 15.1 0.0 0.0 35.4 7.7 30.7 0.0 7.2 0.0 0.0 0.0 IncremntDel: 7.0 2.5 0.0 0.0 68.5 0.4 64.8 0.0 0.3 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 28.2 17.7 0.0 0.0 104 8.1 95.5 0.0 7.5 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 28.2 17.7 0.0 0.0 104 8.1 95.5 0.0 7.5 0.0 0.0 0.0 DesignQueue: 25 21 0 0 26 10 29 0 9 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 'PM Thu Jun 8, 2000 14:02:43 Page 12-1 -------------------------------------------------------------------------------- ------------------------------------- -------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.448 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.8 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------� � - - .. --- - � � --------------- 11---------------- i Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 -- f --------------- --------------- ---------------11---------------� Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 0 0 0 0 0 159 15 181 318 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 0 0 0 0 0 159 15 181 318 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 30 0 0 0 0 0 0 159 15 181 318 0 ------------ --------------- ------ ---- --------------- ---------------� Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 496 0 0 0 0 0 0 620 701 645 710 0 ------------I--------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.06 xxxx xxxx xxxx xxxx xxxx xxxx 0.26 0.02 0.28 0.45 xxxx Crit Moves: **** **** **** Delay/Veh: 9.8 0.0 0.0 0.0 0.0 0.0 0.0 10.1 7.7 10.3 11.6 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.8 0.0 0.0 0.0 0.0 0.0 0.0 10.1 7.7 10.3 11.6 0.0 LOS by Move: A * * * * * * B A B B ApproachDel: 9.8 xxxxxx 9.9 11.1 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 9.8 xxxxxx 9.9 11.1 LOS by Appr: A * A B ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.130 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 52.5 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 Added Vol: 34 0 617 172 0 4 4 0 30 429 0 49 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 0 0 172 0 4 4 159 45 610 318 49 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 0 0 172 0 4 4 159 45 610 318 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 0 0 172 0 4 4 159 45 610 318 49 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 64 0 0 172 0 4 4 159 45 610 318 49 ------------ --------------- --------------- --------------- --------------- � Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 401 0 0 427 0 494 438 470 514 540 577 641 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.16 xxxx xxxx 0.40 xxxx 0.01 0.01 0.34 0.09 1.13 0.55 0.08 Crit Moves: **** **** **** **** Delay/Veh: 12.8 0.0 0.0 16.1 0.0 9.8 10.7 13.8 10.1 103.2 16.0 8.6 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.8 0.0 0.0 16.1 0.0 9.8 10.7 13.8 10.1 103.2 16.0 8.6 LOS by Move: B * * C * A B B B F C A ApproachDel: 12.8 16.0 12.9 70.1 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 12.8 16.0 12.9 70.1 LOS by Appr: B C B F ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Tncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 553 0 0 636 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 553 0 0 636 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 553 0 0 636 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 553 0 0 636 0 ------------ I---------------11---------------11---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 1.4:02:43 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 49.9 Worst Case Level Of Service: E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 11 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 553 0 0 636 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 553 0 0 636 0 Added Vol: 0 0 114 0 0 0 0 789 0 0 477 146 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 114 0 0 0 0 1342 0 0 1113 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 114 0 0 0 0 1342 0 0 1113 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 114 0 0 0 0 1342 0 0 1113 146 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- ---------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx 1342 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 188 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 188 xxxx xxxx xxxxx xxxx,xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx 49.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * E Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 49.9 xxxxxx xxxxxx xxxxxx ApproachLOS: E Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 16-1 --------------------------------------------------------------------------------- ---------------------------------------------------- -------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ---------- -------------- ------------- Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------I---------------11--------=------ ---------------11--------------- ► Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1072 0 0 557 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1072 0 0 557 0 0 0 0 0 0 0 ------------I---------------11---------------11---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap.: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 17-1 --------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 23.7 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ -------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ ---------------- -----------=--- --------------- --------------- � Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 Added Vol: 192 314 0 0 434 72 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 192 1386 0 0 991 72 0 0 110 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 1386 0 0 991 72 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 192 1386 0 0 991 72 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: 1063 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 991 xxxx xxxx xxxxx Potent Cap. : 663 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 301 xxxx xxxx xxxxx Move Cap. : 663 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 301 xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 12.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 23.7 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 23.7 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- ---------------11--------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------=11--------------- ---------------� Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1072 0 0 557 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1072 0 0 557 0 0 0 0 0 0 0 ------------I---------------11---------------11---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- ---------------11--------------- 11---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 26.8 Worst Case Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1--------------- II--------------- II---------------II---------------1 Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------1-- ---- ----------------- 11=--------------II---------------1 Volume Module: Base Vol: 0 1072 0 0 557 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1072 0 0 557 0 0 0 0 0 0 0 Added Vol: 165 507 0 0 508 36 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 165 1579 0 0 1065 36 0 0 110 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 165 1579 0 0 1065 36 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 165 1579 0 0 1065 36 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- 11--------------- ---------------II--------------- I Capacity Module: Cnflict Vol: 1101 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1065 xxxx xxxx xxxxx Potent Cap. : 642 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 273 xxxx xxxx xxxxx Move Cap. . 642 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 273 xxxx xxxx xxxxx ------------I---------------11---------------11--------------- II---------------- � Level Of Service Module: Stopped Del: 12.5 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 26.8 xxxxx xxxx xxxxx LOS by Move: B * * * * * * * D Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 26.8 xxxxxx ApproachLOS: * * D Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 20-1 ---------------------------------------------------------------------------------- ------------------------------------------------- ---- --------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.467 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 18.2 Optimal Cycle: 19 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11-- - - - - 11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ---------- ---------11---------------11---------------11---------------� Volume Module: Base Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 366 0 0 234 21 0 0 0 ill 0 91 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 434 366 0 0 234 21 0 0 0 ill 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 434 366 0 0 234 21 0 0 0 ill 0 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 434 366 0 0 234 21 0 0 0 ill 0 91 ------------I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1550 139 0 0 0 1805 0 1615 ------------I--------------- --------------- --------------- ----- ---------- � Capacity Analysis Module: Vol/Sat: 0.24 0.19 0.00 0.00 0.15 0.15 0.00 0.00 0.00 0.06 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.51 0.84 0.00 0.00 0.32 0.32 0.00 0.00 0.00 0.13 0.00 0.13 Volume/Cap: 0.47 0.23 0.00 0.00 0.47 0.47 0.00 0.00 0.00 0.47 0.00 0.43 Uniform Del: 15.5 1.6 0.0 0.0 27.0 27.0 0.0 0.0 0.0 40.2 0.0 39.9 IncremntDel: 0.4 0.1 0.0 0.0 0.6 0.6 0.0 0.0 0.0 1.5 0.0 1.4 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 15.9 1.7 0.0 0.0 27.6 27.6 0.0 0.0 0.0 41.6 0.0 41.3 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.9 1.7 0.0 0.0 27.6 27.6 0.0 0.0 0.0 41.6 0.0 41.3 DesignQueue: 12 3 0 0 9 1 0 0 0 5 0 4 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 21-1 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.856 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 35.0 Optimal Cycle: 60 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11--------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------- I--------------- ---------------- --------------- ---------------� Volume Module: Base Vole 434 366 0 0 234 21 0 0 0 ill 0 91 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 434 366 0 0 234 21 0 0 0 ill 0 91 Added Vol: 95 38 0 0 33 0 0 0 0 552 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 529 404 0 0 267 21 0 0 0 663 0 91 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 529 404 0 0 267 21 0 0 0 663 0 91 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 529 404 0 0 267 21 0 0 0 663 0 91 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7 .00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 529 404 0 0 267 21 0 0 0 663 0 91 ------------ -------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.93 0.07 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1568 123 0 0 0 1805 0 1615 -------- I --------------- --------------- ---------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.29 0.21 0.00 0.00 0.17 0.17 0.00 0.00 0.00 0.37 0.00 0.06 Crit Moves: **** **** **** Green/Cycle: 0.34 0.54 0.00 0.00 0.20 0.20 0.00 0.00 0.00 0.43 0.00 0.43 Volume/Cap: 0.86 0.39 0.00 0.00 0.86 0.86 0.00 0.00 0.00 0.86 0.00 G.13 Uniform Del: 30.6 13.4 0.0 0.0 38.7 38.7 0.0 0.0 0.0 25.8 0.0 17.3 IncremntDel: 11.4 0.2 0.0 0.0 19.0 19.0 0.0 0.0 0.0 9.3 0.0 0.1 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 42.0 13.6 0.0 0.0 57.7 57.7 0.0 0.0 0.0 35.1 0.0 17.4 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 42.0 13.6 0.0 0.0 57.7 57.7 0.0 0.0 0.0 35.1 0.0 17.4 DesignQueue: 21 it 0 0 12 1 0 0 0 23 0 3 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 22-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.562 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 9.3 Optimal Cycle: 22 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------� � - -.. ....._ � � --------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ----- ---- -- --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 713 82 43 283 0 31 0 236 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 713 82 43 283 0 31 0 236 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 713 82 43 283 0 31 0 236 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 713 82 43 283 0 31 0 236 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.Op MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 713 82 43 283 0 31 0 236 0 0 0 ------------ ---------------- ----- ----------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1900 1615 1805 1900 0 1805 0 1615 0 0 0 -------------- ---- � �--------------- � �--------------- � --------------- Capacity Analysis Module: Vol/Sat: 0.00 0.38 0.05 0.02 0.15 0.00 0.02 0.00 0.15 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.67 0.67 0.04 0.71 0.00 0.26 0.00 0.26 0.00 0.00 0.00 Volume/Cap: 0.00 0.56 0.08 0.56 0.21 0.00 0.07 0.00 0.56 0.00 0.00 0.00 Uniform Del: 0.0 6.7 4.4 35.7 3.8 0.0 21.2 0.0 24.4 0.0 0.0 0.0 IncremntDel: 0.0 0.4 0.0 6.5 0.0 0.0 0.0 0.0 1.3 0.0 0.0 0.0 Delay Adj: 0.00 0.85 0.85 0.85 0.85 0.00 0.85 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 6.1 3.8 36.8 3.2 0.0 18.0 0.0 22.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 6.1 3.8 36.8 3.2 0.0 18.0 0.0 22.0 0.0 0.0 0.0 DesignQueue: 0 15 2 2 5 0 1 0 10 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2006 PM Thu Jun 8, 2000 14:02:43 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Ff� Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.688 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 10.4 Optimal Cycle: 31 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 713 82 43 283 0 31 0 236 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 713 82 43 283 0 31 0 236 0 0 0 Added Vol: 0 133 625 0 586 0 0 0 84 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 0 846 707 43 869 0 31 0 320 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 846 707 43 869 0 31 0 320 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 846 707 43 869 0 31 0 320 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 846 707 43 869 0 31 0 320 0 0 0 ------------ --------------- --------------- --------------- 11---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1900 1615 1805 1900 0 1805 0 1615 0 0 0 ------------ I--------------- --------------- ---------------11---------------I Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.44 0.02 0.46 0.00 0.02 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.65 0.65 0.03 0.68 0.00 0.29 0.00 0.29 0.00 0.00 0.00 Volume/Cap: 0.00 0.69 0.68 0.69 0.67 0.00 0.06 0.00 0.69 0.00 0.00 0.00 Uniform Del: 0.0 8.5 8.4 36.3 7.1 0.0 19.6 0.0 24.0 0.0 0.0 0.0 IncremntDel: 0.0 1.1 1.2 17.3 1.0 0.0 0.0 0.0 2.9 0.0 0.0 0.0 Delay Adj : 0.00 0.85 0.85 0.85 0.85 0.00 0.85 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 8.4 8.4 48.1 7.0 0.0 16.7 0.0 23.4 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 8.4 8.4 48.1 7.0 0.0 16.7 0.0 23.4 0.0 0.0 0.0 DesignQueue: 0 19 15 2 17 0 1 0 13 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:40:06 Page 1-1 ------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.130 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 52.5 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R. L - T - R L - T - R _----------- I--------------- ---------------11--------------- 11---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 .1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ I --- --------------- --------------- --------------- � Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 30 0 0 0 0 0 0 159 15 181 318 0 Added Vol: 34 0 617 172 0 4 4 0 30 429 0 49 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 64 0 0 172 0 4 4 159 45 610 318 49 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 64 0 0 172 0 4 4 159 45 610 318 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 64 0 0 172 0 4 4 159 45 610 318 49 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 64 0 0 172 0 4 4 159 45 610 318 49 ------------I--------------- --------------- ---------------- ---------------- � Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 401 0 0 427 0 494 438 470 514 540 577 641 ------------ ---------- --------------- ---------------- � Capacity Analysis Module: Vol/Sat: 0.16 xxxx xxxx 0.40 xxxx 0.01 0.01 0.34 0.09 1.13 0.55 0.08 Crit Moves: **** **** **** **** Delay/Veh: 12.8 0.0 0.0 16.1 0.0 9.8 10.7 13.8 10.1 103.2 16.0 8.6 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.8 0.0 0.0 16.1 0.0 9.8 10.7 13.8 10.1 103.2 16.0 8.6 LOS by Move: B * * C * A B B B F C A ApproachDel: 12.8 16.0 12.9 70.1 Delay Adj : 1.00 1.00 1.00 1.00 ApprAdjDel: 12.8 16.0 12.9 70.1 LOS by Appr: B C B F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:40:06 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM 4-Way Stop Method Future Volume Alternative ******************************************************************************** Intersection #5 Valley Center and Catron Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I ---------------- --------------- ---------------- ---------- Time Period: 0.25 hour HevVeh: 096 096 096 0$ Alpha Value: 0.01 ----------- ---------------- I---------------- --------------- ---------------- � GroupType: 6 6 6 6 P[C1] : 0.0000 0.0000 0.0000 0.3111 P[C2] : 0.0000 0.0000 0.5107 0.1996 P[C3] : 0.3671 0.5162 0.0000 0.2611 P[C4] : 0.4776 0.4242 0.4287 0.2045 P[C5] : 0.1553 0.0596 0.0606 0.0237 Padj [C1] : 0.02788 0.02543 0.02039 0.01430 Padj [C2] : 0.01788 0.01543 0.00528 0.00542 Padj [C3] : -0.00313 -0.01005 0.00550 =0.00531 Padj [C4] : -0.02710 -0.02485 -0.02511 -0.01203 Padj [C5] : -0.01553 -0.00596 -0.00606 -0.00237 ----------- ----------------1----------------I----------------I----------------I Lanes: L1 L2 L1 L2 L1 L2 L1 L2 LaneType: LEFT RITE LEFT RITE LEFT RITE LEFT RITE ----------- ---------------- ---------------- ---------------- ---------------- � HeadwayAdj : 0.500 -0.700 0.500 -0.700 0.500 -0.700 0.500 -0.700 Volume: 64 0 172 4 4 45 610 49 Capacity: 401 0 427 494 438 514 540 641 DegOfUtil: 0.15 0.00 0.39 0-01 0.01 0.08 1.13 0.07 DepHeadway: 8.59 7.39 8.22 7.02 7.95 6.75 6.66 5.46 ServiceTime: 6.3 5.1 5.9 4.7 5.7 4.5 4.4 3.2 Delay: 12.8 10.1 16.1 9.8 10.7 10.1 103.2 8.6 ----- ------._ I _.--..-..---------...--- ----------------- ---------------- ---------------- Lane: L3 L3 L3 L3 LaneType: THRU THRU THRU THRU - ----------- ----------------- ---------------- ---------------- � HeadwayAdj : 0.000 0.000 0.000 0.000 Volume: 0 0 159 318 Capacity: 0 0 470 577 DegOfUtil: 0.00 0.00 0.33 0.54 DepHeadway: 8.09 7.72 7.45 6.16 ServiceTime: 5.8 5.4 5.2 3.9 Delay: 10.8 10.4 13.8 16.0 ----------- ---------------- ---------------- ---------------- ----------------� Approach: North Bound South Bound East Bound West Bound ----------- ----- ------ ---------------- ---------------- ---------------- � ApproachDel: 12.8 16.0 12.9 70.1 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.8 16.0 12.9 70.1 LOS by Appr: B C B F OverallDel: 52.5 OverallLOS: F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:39:52 Page 1-1 ----------------------------------------------------------------------------------- ---------------- -------------------__---------------------- ------------------- Level Of Service Computation Report 1997 HCM Method (Base Volume Alternative) Intersection #k5 Valley Center and Catron Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.448 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 10.8 Optimal Cycle: 0 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T R L - T - R ------------ I---------------11---------------11---------------11---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------I--------------- 11----------------11--------------- 11--------------- � Volume Module: Base Vol: 30 0 192 0 0 0 0 159 15 181 318 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial BSe: 30 0 0 0 0 0 0 159 15 181 318 0 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 30 0 0 0 0 0 0 159 15 181 318 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 30 0 0 0 0 0 0 159 15 181 318 0 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 30 0 0 0 0 0 0 159 15 181 318 0 ------------- ----- -- -- ------------- ---------------� Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 496 0 0 0 0 0 0 620 701 645 710 0 ------------ -- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.06 xxxx xxxx xxxx xxxx xxxx xxxx 0.26 0.02 0.28 0.45 xxxx Crit Moves: **** **** **** Delay/Veh: 9.8 0.0 0.0 0.0 0.0 0.0 0.0 10.1 7.7 10.3 11.6 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 9.8 0.0 0.0 0.0 0.0 0.0 0.0 10.1 7.7 10.3 11.6 0.0 LOS by Move: A * * * * * * B A B B ApproachDel: 9.8 xxxxxx 9.9 11.1 Delay Adj : 1.00 xxxxx 1.00 1.00 ApprAdjDel: 9.8 xxxxxx 9.9 11.1 LOS by Appr: A * A B ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:39:52 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM 4-Way Stop Method Base Volume Alternative ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T R ----------- I---------------- ---------------- ---------------- ---------------- � Time Period: 0.25 hour HevVeh: 0w 0% 0% 0% Alpha Value: 0.01 ----------- ---------------- ---------------- ---------------- ---------------- � GroupType: 6 6 6 6 P[C1] : 0.2978 0.2811 0.3810 0.6965 P[C2] : 0.0000 0.0167 0.5629 0.2474 P[C3] : 0.5459 0.5153 0.0226 0.0414 P[C4] : 0.1563 0.1782 0.0334 0.0147 P[C5] : 0.0000 0.0088 0.0000 0.0000 Padj [C1] : 0.01561 0.01617 0.00709 0.00374 Padj [C2] : 0.00859 0.00881 -0.00473 -0.00177 Padj [C3] : -0.01481 -0.01350 -0.00034 -0.00109 Padj [C4] : -0.00938 -0.01060 -0.00201 -0.00088 Padj [C5] : 0.00000 -0.00088 0.00000 0.00000 ----------- ---------------- ---------------- ---------------- ----------------� Lanes: L1 L2 L1 L2 L1 L2 L1 L2 LaneType: LEFT RITE LEFT RITE LEFT RITE LEFT RITE ----------- ----------------I----------------- ---------------- ---------------- � HeadwayAdj : 0.500 -0.700 0.500 -0.700 0.500 -0.700 0.500 -0.700 Volume: 30 0 0 0 0 15 181 0 Capacity: 496 0 0 0 0 701 645 0 DegOfUtil: 0.06 0.00 0.00 0.00 0.00 0.02 0.28 0.00 DepHeadway: 6.73 5.53 6.81 5.61 6.09 4.89 5.50 4.30 ServiceTime: 4.4 3.2 4.5 3.3 3.8 2.6 3.2 2.0 Delay: 9.8 8.2 9.5 8.3 8.8 7.7 10.3 7.0 ----------- ---------------- ---------------- ---------------- ---------------- � Lane: L3 L3 L3 L3 LaneType: THRU THRU THRU THRU ----------- ---------------- I---------------- ----------------I ---------------- � HeadwayAdj : 0.000 0.000 0.000 0.000 Volume: 0 0 159 318 Capacity: 0 0 620 710 DegOfUtil: 0.00 0.00 0.25 0.44 DepHeadway: 6.23 6.31 5.59 5.00 ServiceTime: 3.9 4.0 3.3 2.7 Delay: 8.9 9.0 10.1 11.6 ----------- ---------------- ---------------- ---------------- ----------------� Approach: North Bound South Bound East Bound West Bound ----------- ---------------- ---------------- ---------------- ----------------� ApproachDel: 9.8 )xx.x 9.9 11.1 Delay Adj : 1.00 x.xx 1.00 1.00 ApprAdjDel: 9.8 xxx.x 9.9 11.1 LOS by Appr: A * A B OverallDel: 10.8 OverallLOS: B Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIGS - 2006 PM Wed Jun .7, 2000 09:35:57 Page 1-1 -------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.115 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 82.2 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- � �------- - - � �---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 ------ I--------------- --------- ----- --------------- ---------------� Volume Module: Base Vol: 386 687 0 0 374 111 134 0 184 0 0 0 Growth Adj : 1.00 1.0o 1.0o 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 386 687 0 0 374 111 134 0 0 0 0 0 Added Vol: 191 123 0 0 238 432 634 0 268 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 577 810 0 0 612 543 768 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 577 810 0 0 612 543 768 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 577 810 0 0 612 543 768 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1-00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 577 810 0 0 612 543 768 0 0 0 0 0 ------------ --------------- --------------- ------ ---- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------ ----------- ----- ------ -- -- ---------------� Capacity Analysis Module: Vol/Sat: 0.32 0.43 0.00 0.00 0.32 0.34 0.43 0.00 0.00 0.00 0.00 0.0o Crit Moves: **** **** **** Green/Cycle: 0.29 0.59 0.00 0.00 0.30 0.30 0.38 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 1.11 0.72 0.00 0.00 1.07 1.11 1.11 0.00 0.00 0.o0 0.00 0.00 Uniform Del: 35.7 14.8 0.0 0.0 34.9 34.9 30.9 0.0 0.0 0.0 0.0 0.0 IncremntDel: 74.9 2.4 0.0 0.0 57.1 76.0 70.3 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 110.6 17.2 0.0 0.0 92.0 111.0 101.2 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.0o 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 110.6 17.2 0.0 0.0 92.0 111.0 101.2 0.0 0.0 0.0 0.0 0.o DesignQueue: 25 21 0 0 26 23 30 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:35:57 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11 ---------------- --------------- --------------- � HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 Lane Group: L RT RT L T R L RT RT LTR LTR LTR #LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1 ------------I--------------- 11--------------- --------------- ---------------1 HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0% 0% 096 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------I--------------- 11--------------- --------------- --------------- � HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx xxxx xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------I--------------- 11--------------- --------------- ---------------- � HCM Ops Saturation Adj Module: Ln Wid Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Hev Veh Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Grade Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Parking Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx Bus Stp Adj : xxxx 1.00 xxxxx xxxx xxxx 1.0o xxxx xxxx xxxxx xxxx xxxx xxxxx Area Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx RT Adj : xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx xxxxx xxxx xxxx xxxxx LT Adj : 0.95 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 ------------I--------------- 11---------------11---------------11---------------� Delay Adjustment Factor Module: Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:35:48 Page 1-1 ------------------ Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.500 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 15.7 Optimal Cycle: 20 Level Of Service: B Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- 11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ignore Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 ------ ---- --------------- ---------------11---------------11----------------- � Volume Module: Base Vol: 386 687 0 0 374 ill 134 0 184 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Initial Bse: 386 687 0 0 374 111 134 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 PHF Volume: 386 687 0 0 374 111 134 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 386 687 0 0 374 ill 134 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Final Vol. : 386 687 0 0 374 ill 134 0 0 0 0 0 ------------ I --------------- 11--------------- --------------- _---------------- i Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 Final Sat. : 1805 1900 0 1900 1900 1615 1805 1900 0 0 1900 0 ------------I--------------- --------------- � � -- ....-------- � � ------------- -- � Capacity Analysis Module: Vol/Sat: 0.21 0.36 0.00 0.00 0.20 0.07 0.07 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.43 0.82 0.00 0.00 0.39 0.39 0.15 0.00 0.00 0.00 0.00 0.00 Volume/Cap: 0.50 0.44 0.00 0.00 0.50 0.17 0.50 0.00 0.00 0.00 0.00 0.00 Uniform Del: 20.8 2.5 0.0 0.0 22.9 19.7 39.2 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.5 0.2 0.0 0.0 0.5 0.1 1.5 0.0 0.0 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 21.3 2.7 0.0 0.0 23.4 19.9 40.6 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 21.3 2.7 0.0 0.0 23.4 19.9 40.6 0.0 0.0 0.0 0.0 0.0 DesignQueue: 13 8 0 0 13 4 6 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:35:48 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Operations Method Base Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------1--------------- 11--------------- --------------- --------------- HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 Lane Group: L RT RT L T R L RT RT LTR LTR LTR #LnsInGrps: 1 1 1 1 1 1 1 1 1 1 1 1 ------------I--------------- 11----------------- --------------- --------------- � HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------ --------------- H --------------- II--------------= 11---------------I HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx xxxx xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------I--------------- 11---------------- --------------- --------------- � HCM Ops Saturation Adj Module: In Wid Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Hev Veh Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Grade Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx Parking Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx Bus Stp Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx Area Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx xxxxx xxxx xxxx xxxxx RT Adj: xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx xxxxx xxxx xxxx xxxxx LT Adj : 0.95 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 1.00 1.00 1.00 1.00 ------------I---------------11---------------11---------------11---------------� Delay Adjustment Factor Module: Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:35:09 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Average Delay (sec/veh) : 70.0 Worst Case Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------11---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ---------- --------------- ---- --------- -------------=-11--------------- � Volume Module: Base Vol: 0 713 82 43 283 0 31 0 236 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 713 82 43 283 0 31 0 236 0 0 0 Added Vol: 0 133 625 0 586 0 0 0 84 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 846 707 43 869 0 31 0 320 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 846 707 43 869 0 31 0 320 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 846 707 43 869 0 31 0 320 0 0 0 Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx 4.1 xxxx xxxxx 6.4 xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx 2.2 xxxx xxxxx 3.5 xxxx 3.3 xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx 1553 xxxx xxxxx 2155 xxxx 869 xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx 432 xxxx xxxxx 53 xxxx 354 xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx 432 xxxx xxxxx 49 xxxx 354 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx 14.2 xxxx xxxxx 160.9 xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * * B * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 354 xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 61.2 xxxxx xxxx xxxxx Shared LOS: * * * * * * * * F ApproachDel: xxxxxx xxxxxx 70.0 xxxxxx ApproachLOS: * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed- to KIMLEY-HORN, DENVER, CO MITIG8 - 2006 PM Wed Jun 7, 2000 09:35:09 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative Intersection #10 19th and EB Ramps ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -----------I---------------- I ---------------- ---------------- ---------------- � HevVeh: 0% 096 0% 0% Grade: 0% 096 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour ----------- I----------------I---------------- ---------------- ---------------- � Upstream Signals: Link Index: #13 #10 Dist(miles) : 0.000 0.000 Speed (mph) : 0.00 0.00 SignalIndex: #4 #9 Cycle Time: 0 secs 0 secs InitVolume: 0 0 0 0 Saturation: 0 0 0 0 ArrivalType: 0 0 0 0 G/C: 0.00 0.00 0.00 0.00 *** Computation 1: Time for Queue to Clear at Each Upstream Intersection P: 0.000 0.000 0.000 0.000 gql: 0.00 0.00 0.00 0.00 gq2: 0.00 0.00 0.00 0.00 gq: 0.00 0.00 0.00 0.00 *** Computation 2: Time Intersection Blocked Because of Upstream Platoons alpha: 0.000 0.000 beta: 0.000 0.000 to (secs) : 0.000 0.000 F: 0.000 0.000 f: 0'.000 0.000 0.000 0.000 vcmax: 0 0 0 0 vcmin: 0 0 0 0 tp: 0.0 0.0 0.0 0.0 p: 0.000 0.000 *** Computation 3: Platoon Event Periods pdom/psubo: 0.000/0.000/Unconstrained *** Computation 4: Conflicting Flows During Each Unblocked Period InitCnflVol: 0 xxxxx xxxxx 1553 xxxxx xxxxx 2155 0 869 0 0 0 UpstreamSat: 0 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 ConflictVol: 0 xxxxx xxxxx 1553 xxxxx xxxxx 2155 0 869 0 0 0 *** Computation 5: Capactiy for Subject Movement During Unblocked Period InitPotCap: 0 xxxxx xxxxx 432 xxxxx xxxxx 53 0 354 0 - 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 PotentCap: 0 xxxxx xxxxx 432 xxxxx xxxxx 53 0 354 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 12-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.731 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 17.1 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R -------- --- --------------- ---------------11---------------11--------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------I--------------- H--------------- H--------------- H--------------- � Volume Module: Base Vol: 0 0 35 0 0 0 0 543 8 33 110 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 543 8 33 110 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 543 8 33 110 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 0 0 0 0 0 0 543 8 33 110 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 0 0 0 0 0 0 543 8 33 110 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 0 0 0 0 0 0 0 742 860 564 615 0 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: xxxx xxxx xxxx xxxx xxxx xxxx xxxx 0.73 0.01 0.06 0.18 xxxx Crit Moves: **** **** Delay/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 19.3 6.9 9.1 9.4 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 0.0 0.0 0.0 0.0 0.0 0.0 19.3 6.9 9.1 9.4 0.0 LOS by Move: * * * * * * * C A A A ApproachDel: xxxxxx xxxxxx 19.1 9.4 Delay Adj: xxxxx xxxxx 1.00 1.00 ApprAdjDel: xxxxxx xxxxxx 19.1 9.4 LOS by Appr: * * C A Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 13-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.047 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 50.6 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- ---------------11--------------- ---------------- � Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 35 0 0 0 0 543 8 33 110 0 Growth Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 543 8 33 110 0 Added Vol: 15 0 304 174 0 4 4 0 22 411 0 45 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 0 0 174 0 4 4 543 30 444 110 45 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 0 174 0 4 4 543 30 444 110 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 0 174 0 4 4 543 30 444 110 45 PCE Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 15 0 0 174 0 4 4 543 30 444 110 45 ------------ I ---------------- --------------- -------------- ---------------� Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 378 0 0 413 0 479 470 519 558 487 518 575 ----- I---=----------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.04 xxxx xxxx 0.42 xxxx 0.01 0.01 1.05 0.05 0.91 0.21 0.08 Crit Moves: **** **** **** **** Delay/Veh: 12.3 0.0 0.0 17.2 0.0 10.1 10.2 78.2 9.3 48.6 11.4 9.4 Delay Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 12.3 0.0 0.0 17.2 0.0 10.1 10.2 78.2 9.3 48.6 11.4 9.4 LOS by Move: B * * C * B B F A E B A ApproachDel: 12.3 17.0 74.2 38.8 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 12.3 17.0 74.2 38.6 LOS by Appr: B C F E ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 14-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------•------ ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- ------------ --------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 578 0 0 143 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 578 0 0 143 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 578 0 0 143 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 578 0 0 143 0 ------------ 1---------------11---------------II --------------- --------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Follow,tJpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 15-1 -------------------------------------------------------------------------------- --------------------------------------------..----------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 20.4 Worst Case Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 0 0 0 0 0 578 0 0 143 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 578 0 0 143 0 Added Vol: 0 0 43 0 0 0 0 479 0 0 456 135 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 43 0 0 0 0 1057 0 0 599 135 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 43 0 0 0 0 1057 0 0 599 135 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 43 0 0 0 0 1057 0 0 599 135 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I -------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx 1057 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 276 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 276 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- ----------------- -------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx 20.4 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 20.4 xxxxxx xxxxxX xxxxxx ApproachLOS: C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 16-1 ------------------------------------------------------------------------------ Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #7 19th and N. Driveway Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ ------------ --------------- --------------- -----------_---� Volume Module: Base Vol: 0 552 0 0 1489 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 552 0 0 1489 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 552 0 0 1489 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 552 0 0 1489 0 0 0 0 0 0 0 ------------I----- - ---- -- ---------------11---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- 11---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- ---------------LII---------------I Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR = RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 17-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway Average Delay (sec/veh) : 57.9 Worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 552 0 0 1489 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 552 0 0 1489 0 0 0 0 0 0 0 Added Vol: 72 263 0 0 308 27 0 0 34 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 72 815 0 0 1797 27 0 0 34 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 72 815 0 0 1797 27 0 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 72 815 0 0 1797 27 0 0 34 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- ---------------- Capacity Module: Cnflict Vol: 1824 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1797 xxxx xxxx xxxxx Potent Cap. : 340 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 101 xxxx xxxx xxxxx Move Cap. : 340 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 101 xxxx xxxx xxxxx ------------ I--------------- ---------------- --------------- ---------------� Level Of Service Module: Stopped Del: 18.4 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 57.9 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 57.9 xxxxxx ApproachLOS: * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 18-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized'Method (Base Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------I Volume Module: Base Vol: 0 552 0 0 1489 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 552 0 0 1489 0 0 0 0 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 552 0 0 1489 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 552 0 0 1489 0 0 0 0 0 0 0 ------------I---------------11--------------- ---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx --------- ------------ -- --------------- Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT IT - LTR - RT IT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * * * * * * * * * * . ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 19-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 60.1 Worst Case Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 552 0 0 1489 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 552 0 0 1489 0 0 0 0 0 0 0 Added Vol: 62 335 0 0 328 14 0 0 34 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 62 887 0 0 1817 14 0 0 34 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 62 887 0 0 1817 14 0 0 34 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 62 887 0 0 1817 14 0 0 34 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 1831 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1817 xxxx xxxx xxxxx Potent Cap. : 338 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 98 xxxx xxxx xxxxx Move Cap. : 338 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 98 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 18.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 60.1 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: ApproachDel: xxxxxx xxxxxx 60.1 xxxxxx ApproachLOS: * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 20-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- , Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.586 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 16.6 Optimal Cycle: 24 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------- ---------------11---------------11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------- ---------------- --------------- -- -----------11---------------� Volume Module: Base Vol: 258 206 0 0 639 37 0 0 0 49 0 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 258 206 0 0 639 37 0 0 0 49 0 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 258 206 0 0 639 37 0 0 0 49 0 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 258 206 0 0 639 37 0 0 0 49 0 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 258 206 0 0 639 37 0 0 0 49 0 39 ------------ --------------- ---------------- --------------- __------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1604 93 0 0 0 1805 0 1615 ------------ I--------------- - ------- II--------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.14 0.11 0.00 0.00 0.40 0.40 0.00 0.00 0.00 0.03 0.00 0.02 Crit Moves: **** **** **** Green/Cycle: 0.24 0.92 0.00 0.00 0.68 0.68 0.00 0.00 0.00 0.05 0.00 0.05 Volume/Cap: 0.59 0.12 0.00 0.00 0.59 0.59 0.00 0.00 0.00 0.59 0.00 0.52 Uniform Del: 33.4 0.3 0.0 0.0 8.5 8.5 0.0 0.0 0.0 46.7 0.0 46.6 IncremntDel: 2.0 0.0 0.0 0.0 0.8 0.8 0.0 0.0 0.0 10.3 0.0 6.5 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 35.4 0.4 0.0 0.0 9.3 9.3 0.0 0.0 0.0 57.1 0.0 53.1 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 35.4 0.4 0.0 0.0 9.3 9.3 0.0 0.0 0.0 57.1 0.0 53.1 DesignQueue: 11 1 0 0 13 1 0 0 0 3 0 2 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed, to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 21-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.874 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 38.5 Optimal Cycle: 67 Level Of Service: D Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I ---------------- 11 --------------- 11--------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------- I--------------- -- -------- --------------- --------------- � Volume Module: Base Vol: 258 206 0 0 639 37 0 0 0 49 0 39 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 258 206 0 0 639 37 0 0 0 49 0 39 Added Vol: 47 19 0 0 26 0 0 0 0 429 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 305 225 0 0 665 37 0 0 0 478 0 39 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 305 225 0 0 665 37 0 0 0 478 0 39 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 305 225 0 0 665 37 0 0 0 478 0 39 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 305 225 0 0 665 37 0 0 0 478 0 39 ------------ I --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.95 0.05 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1607 89 0 0 0 1805 0 1615 ------------ I --------------- ---------- 117-7------------ --------------- � Capacity Analysis Module: Vol/Sat: 0.17 0.12 0.00 0.00 0.41 0.41 0.00 0.00 0.00 0.26 0.00 0.02 Crit Moves: **** **** **** Green/Cycle: 0.19 0.67 0.00 0.00 0.47 0.47 0.00 0.00 0.00 0.30 0.00 0.30 Volume/Cap: 0.87 0.18 0.00 0.00 0.87 0.87 0.00 0.00 0.00 0.87 0.00 0.08 Uniform Del: 39.1 6.3 0.0 0.0 23.6 23.6 0.0 0.0 0.0 33.0 0.0 24.9 IncremntDel: 20.8 0.1 0.0 0.0 10.5 10.5 0.0 0.0 0.0 14.5 0.0 0.1 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 60.0 6.4 0.0 0.0 34.1 34.1 0.0 0.0 0.0 47.5 0.0 25.0 User DelAdj : 1.00 1.00 1-00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 60.0 6.4 0.0 0.0 34.1 34.1 0.0 0.0 0.0 47.5 0.0 25.0 DesignQueue: 14 4 0 0 22 1 0 0 0 20 0 2 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00. Page 22-1 -----------------------------------------------------------------------------.... ---------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #k10 19th and EB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.612 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 15.9 Optimal Cycle: 25 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- 11---------------11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 -- ----- ------- H--------------- 11---------------11---------------� Volume Module: Base Vol: '0 385 150 162 447 0 22 0 487 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 385 150 162 447 0 22 0 487 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 385 150 162 447 0 22 0 487 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 - 0 0 0 0 0 Reduced Vol: 0 385 150 162 447 0 22 0 487 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 385 150 162 447 0 22 0 487 0 0 0 ------------ I--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1900 1615 1805 1900 0 1805 0 1615 0 0 0 ------------I--------------- --------------- --- ------ ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.20 0.09 0.09 0.24 0.00 0.01 0.00 0.30 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.33 0.33 0.15 0.48 0.00 0.49 0.00 0.49 0.00 0.00 0.00 Volume/Cap: 0.00 0.61 0.28 0.61 0.49 0.00 0.02 0.00 0.61 0.00 0.00 0.00 Uniform Del: 0.0 21.3 18.8 30.4 13.6 0.0 9.9 0.0 14.0 0.0 0.0 0.0 IncremntDel: 0.0 1.3 0.1 2.9 0.4 0.0 0.0 0.0 1.0 0.0 0.0 0.0 Delay Adj: 0.00 0.85 0.85 0.85 0.85 0.00 0.85 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 19.4 16.0 28.8 11.9 0.0 8.4 0.0 12.9 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 19.4 16.0 28.8 11.9 0.0 8.4 0.0 12.9 0.0 0.0 0.0 DesignQueue: 0 15 6 8 14 0 1 0 15 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 AM Thu Jun 8, 2000 14:09:00 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.842 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) :" 18.5 Optimal Cycle: 56 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11---------------11--------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ I -------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 385 150 162 447 0 22 0 487 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 0 385 150 162 447 0 22 0 487 0 0 0 Added Vol: 0 66 312 0 455 0 0 0 65 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Put: 0 451 462 162 902 0 22 0 552 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 451 462 162 902 0 22 0 552 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 451 462 162 902 0 22 0 552 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 451 462 162 902 0 22 0 552 0 0 0 -------------- I --------------- --- - --------------- --------------- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1:00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1900 1615 1805 1900 0 1805 0 1615 0 0 0 ------------- I -------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.24 0.29 0.09 0.47 0.00 0.01 0.00 0.34 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.43 0.43 0.13 0.56 0.00 0.41 0.00 0.41 0.00 0.00 0.00 Volume/Cap: 0.00 0.55 0.67 0.67 0.84 0.00 0.03 0.00 0.84 0.00 0.00 0.00 Uniform Del: 0.0 16.2 17.3 31.3 13.8 0.0 13.6 0.0 20.4 0.0 0.0 0.0 IncremntDel: 0.0 0.6 1.7 4.6 4.4 0.0 0.0 0.0 6.8 0.0 0.0 0.0 Delay Adj : 0.00 0.85 0.85 0.85 0.85 0.00 0.85 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 14.4 16.4 31.2 16.1 0.0 11.5 0.0 24.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1..00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 14.4 16.4 31.2 16.1 0.0 11.5 0.0 24.1 0.0 0.0 0.0 DesignQueue: 0 15 16 8 25 0 1 0 20 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:09:33 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.754 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 15.2 Optimal Cycle: 38 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11 --------------- 11--------------- 11--------------- � Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 1 0 0 0 0 0 0 ------------I---------------- ---------------- --------------- ---------------� Volume Module: Base Vol: 0 552 0 0 1489 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 552 0 0 1489 0 0 0 0 0 0 0 Added Vol: 402 351 0 0 257 105 46 0 292 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 402 903 0 0 1746 105 46 0 292 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 402 903 0 0 1746 105 46 0 292 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 402 903 0 0 1746 105 46 0 292 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 402 903 0 0 1746 105 46 0 292 0 0 0 ------------ I --------------- ---------------11---------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 1805 0 1615 0 0 0 ----------- I --------------- ---------------11---------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.22 0.25 0.00 0.00 0.48 0.07 0.03 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.30 0.94 0.00 0.00 0.64 0.64 0.03 0.00 0.33 0.00 0.00 0.00 Volume/Cap: 0.75 0.27 0.00 0.00 0.75 0.10 0.75 0.00 0.55 0.00 0.00 0.00 Uniform Del: 32.0 0.3 0.0 0.0 12.5 6.9 47.9 0.0 27.5 0.0 0.0 0.0 IncremntDel: 6.1 0.0 0.0 0.0 1.5 0.0 40.8 0.0 1.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 38.0 0.3 0.0 0.0 13.9 6.9 88.7 0.0 28.7 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.0 0.3 0.0 0.0 13.9 6.9 88.7 0.0 28.7 0.0 0.0 0.0 DesignQueue: 17 3 0 0 40 2 2 0 11 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:09:33 Page 2-1 ----------------------------: Of Service Detailed Computation Report 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #3 19th and Deadmans Gulch Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- 11--------------- --------------- ---------------� HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 1 0 0 0 0 0 0 Lane Group: L T xxxx xxxx T R L RT RT xxxx xxxx xxxx #LnslnGrps: 1 2 0 0 2 1 1 1 1 0 0 0 ------------I---------------11---------------- --------------- ---------------� HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0%. 0% 0%- 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------ I--------------- 11--------------- --------------- ---------------� HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx 5 xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------I--- 11--------------- --------------- ---------------� HCM Ops Saturation Adj Module: Ln Wid Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Hev Veh Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Grade Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Parking Adj: xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Bus Stp Adj: xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Area Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx RT Adj: xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx 0.85 xxxx xxxx xxxxx LT Adj: 0.95 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Usr Sat Adj : 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj : 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 0.95 1.00 1.00 0.95 0.85 0.95 1.00 0.85 1.00 1.00 1.00 ------------ I--------------- 11--------------- --------------- ---------------� Delay Adjustment Factor Module: Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Fri Jun 9, 2000 12:08:44 Page 1-1 - ------------------------------------------------------------------------------------ -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.782 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 16.1 Optimal Cycle: 42 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- H--------------- 11---------------11---------------I Control: Protected Protected Permitted Protected - Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 1 0 0 0 0 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 552 0 0 1489 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 552 0 0 1489 0 0 0 0 0 0 0 Added Vol: 446 366 0 0 266 115 48 0 319 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 446 918 0 0 1755 115 48 0 319 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 446 918 0 0 1755 115 48 0 319 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 446 918 0 0 1755 115 48 0 319 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 446 918 0 0 1755 115 48 0 319 0 0 0 ------------- I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 0.00 2.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 3610 0 0 3610 1615 1900 0 1615 0 0 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.25 0.25 0.00 0.00 0.49 0.07 0.03 0.00 0.20 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.32 0.94 0.00 0.00 0.62 0.62 0.03 0.00 0.35 0.00 0.00 0.00 Volume/Cap: 0.78 0.27 0.00 0.00 0.78 0.11 0.67 0.00 0.57 0.00 0.00 0.00 Uniform Del: 31.1 0.3 0.0 0.0 13.9 7.7 47.9 0.0 26.5 0.0 0.0 0.0 IncremntDel: 6.9 0.0 0.0 0.0 1.8 0.1 21.3 0.0 1.4 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 38.0 0.3 0.0 0.0 15.8 7.8 69.2 0.0 27.8 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 38.0 0.3 0.0 0.0 15.8 7.8 69.2 0.0 27.8 0.0 0.0 0.0 DesignQueue: 18 3 0 0 42 2 3 0 12 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Fri Jun 9, 2000 12:08:44 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I---------------11---------------11--------------- ------ .-._.... - � HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 2 0 0 0 0 2 0 1 1 0 0 1 0 0 0 0 0 0 Lane Group: L T xxxx xxxx T R L RT RT xxxx xxxx xxxx #LnslnGrps: 1 2 0 0 2 1 1 1 1 0 0 0 ------------ I--------------- 11----------------- --------------- ---------------� HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0$ 096 0%- 0$ Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------ I--------------- 11--------------- --------------- --------------- � HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx 5 xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx xxxx xxxx xxxx - --------- --------------- 11--------------- --------------- --------------- HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Hev Veh Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Grade Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Parking Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Bus Stp Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Area Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx RT Adj: xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx 0.85 xxxx xxxx xxxxx LT Adj: 0.95 xxxx xxxxx xxxx xxxx xxxxx 1.00 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj: 0.95 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 Usr Sat Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj : 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 0.95 1.00 1.00 0.95 0.85 1.00 1.00 0.85 1.00 1.00 1.60 ------------ I -------------- 11---------------11---------------- 11---------------� Delay Adjustment Factor Module: Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > >. > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Fri Jun 9, 2000 12:08:44 -Page 2-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Permitted Left Turn Sat Adj) 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #3 19th and Deadmans Gulch Approach: North South East West Cycle Length, Cc xxxxxx xxxxxx 100 xxxxxx Actual Green Time Per Lane Group, G: xxxxxx xxxxxx 0.23 xxxxxx Effective Green Time Per Lane Group, g: xxxxxx xxxxxx 3.23 xxxxxx Opposing Effective Green Time, go: xxxxxx xxxxxx 0.00 xxxxxx Number Of Opposing Lanes, No: xxxxxx xxxxxx 0 xxxxxx Number Of Lanes In Lane Group, N: xxxxxx xxxxxx 1 xxxxxx Adjusted Left-Turn Flow Rate, Vlt: xxxxxx xxxxxx 48 XXXXXX Proportion of Left Turns in Lane Group, Plt: xxxxxx xxxxxx 1.00 xxxxxx Proportion of Left Turns in Opp Flow, Plto: xxxxxx xxxxxx 1.00 xxxxxx Left Turns Per Cycle, LTC: xxxxxx xxxxxx 1.33 xxxxxx Adjusted Opposing Flow Rate, Vo: xxxxxx xxxxxx 0 xxxxxx Opposing Flow Per Lane Per Cycle, Volc: xxxxxx xxxxxx 0.00 xxxxxx Opposing Platoon Ratio, Rpo: xxxxxx xxxxxx 1.00 xxxxxx Lost Time Per Phase, tl: xxxxxx xxxxxx 1.00 xxxxxx Eff grn until arrival of left-turn car, gf: xxxxxx xxxxxx 0.00 xxxxxx Opposing Queue Ratio, qro: xxxxxx xxxxxx 1.00 xxxxxx Eff grn blocked by opposing queue, gq: xxxxxx xxxxxx 0.00 xxxxxx Eff grn while left turns filter thru, gu: xxxxxx xxxxxx 3.23 xxxxxx Max opposing cars arriving during gq-gf, n: xxxxxx xxxxxx 0.00 xxxxxx Proportion of Opposing Thru & RT cars, ptho: xxxxxx xxxxxx 0.00 xxxxxx Left-turn Saturation Factor, fs: xxxxxx xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Shared Lane, pl: xxxxxx xxxxxx 1:00 xxxxxx Through-car Equivalents, ell: xxxxxx xxxxxx 1.30 XXXXXX Single Lane Through-car Equivalents, e12: xxxxxx xxxxxx 1.00 xxxxxx Minimum Left Turn Adjustment Factor, fmin: xxxxxx xxxxxx 1.24 xxxxxx Single Lane Left Turn Adjustment Factor, fm: xxxxxx xxxxxx 1.00 xxxxxx Left Turn Adjustment Factor, flt: xxxxxx xxxxxx 1.00 xxxxxx Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:09:56 Page 1-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.762 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 20.8 Optimal Cycle: 39 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 0 0 0 11 0 0 ------------{--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 93 460 0 0 973 22 133 0 516 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bee: 93 460 0 0 973 22 133 0 516 0 0 0 Added Vol: 217 46 0 0 145 374 332 0 189 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 310 506 0 0 1118 396 465 0 705 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 310 506 0 0 1118 396 465 0 705 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 310 506 0 0 1118 396 465 0 705 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 310 506 0 0 1118 396 465 0 705 0 0 0 ------------ ---------------- --------------- --------------- --------- -- ---- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.35 0.95 0.95 1.00 0.95 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 0.00 1.00 2.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 667 3610 0 1900 3610 1615 1805 0 1615 0 1900 0 ------------ I --------------- --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 0.46 0.14 0.00 0.00 0.31 0.25 0.26 0.00 0.44 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.87 0.63 0.00 0.00 0.41 0.74 0.34 0.00 0.56 0.00 0.00 0.00 Volume/Cap: 0.54 0.22 0.00 0.00 0.76 0.33 0.76 0.00 0.77 0.00 0.00 0.00 Uniform Del: 13.4 7.9 0.0 0.0 25.5 4.3 29.5 0.0 16.9 0.0 0.0 0.0 IncremntDel: 1.0 0.0 0.0 0.0 2.4 0.2 5.6 0.0 4.2 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 14.4 7.9 0.0 0.0 27.9 4.5 35.1 0.0 21.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.4 7.9 0.0 0.0 27.9 4.5 35.1 0.0 21.1 0.0 0.0 0.0 DesignQueue: 14 11 0 0 40 6 18 0 19 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:09:56 Page 2-1 -------------_-------------------------------------------------------------------- --------- - --------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Operations Method Future Volume Alternative Intersection #4 Valley Center and 19th Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11 --------------- � � -- - - -- � � --- ------- � HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 1 1 0 1 0 2 0 1 1 0 0 1 0 0 0 1! 0 0 Lane Group: L RT RT L T R L RT RT LTR LTR LTR #LnslnGrps: 1 2 2 1 2 1 1 1 1 1 1 1 ----------- I---------------11--------------- --------------- --------------- I HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 096 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------ --------------- 11 --------------- --------------- ---------------� HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx 5 xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------I --------------- 11 --------------- --------------- --------------- � HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Hev Veh Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Grade Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Parking Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Bus Stp Adj : xxxx 1.00 xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Area Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx RT Adj : xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx 0.85 xxxx xxxx xxxxx LT Adj : 0.95 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj : 1.00 0.95 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 0.95 0.95 1.00 0.95 0.85 0.95 1.00 0.85 1.00 1.00 1.00 ------------ I --------------- 11--------------- --------------- --------------- � Delay Adjustment Factor Module: PrtPermCase: 3 xxxxx xxxxx xxxxx Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 -- 2020 AM Thu Jun 8, 2000 14:09:56 Page 2-2 ------------------------------------------------------------------------------ -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Dual Phase Control) 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L2 - L1 - T L2 - L1 - T L2 - LI - T L2 - L1 - T ------------ --------------- --------------- --------------- ------=--------� Control: Prot+Permit Protected Protected Protected ------------ --------------- --------------- --------------- --------------- � HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx f(lt) Case: 2 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx ------------ I---------------11--------------- --------------- --------------- � HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Hev Veh Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Grade Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Parking Adj: xxxx xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Bus Stp Adj: xxxx xxxx 1.00 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Area Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx RT Adj: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxX xxxxx XXXX xxxx xxxxx LT Adj: 0.14 0.95 xxxxx xxxx xxxx xxxxx xxxx 0.95 xxxxx xxxx xxxx xxxxx HCM Sat Adj: 0.14 0.95 1.00 xxxx 1.00 1.00 xxxx 0.95 1.00 xxxx 1.00 1.00 Usr Sat Adj: 1.00 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 MLF Sat Adj: 1.00 1.00 0.95 xxxx 1.00 0.95 xxxx 1.00 1.00 xxxx 1.00 1.00 Fnl Sat Adj: 0.14 0.95 0.95 xxxx 1.00 0.95 xxxx 0.95 1.00 xxxx 1.00 1.00 ------------I-------------=-11 --------------- --------------- ---------------� Volume Module: Volume: 0 310 506 xxxx 0 1118 xxxx 465 0 xxxx 0 0 ------------I--------------- 11--------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 xxxx 1900 1900 xxxx 1900 1900 xxxx 1900 1900 Adjustment: 0.14 0.95 0.95 xxxx 1.00 0.95 xxxx 0.95 1.00 xxxx 1.00 1.00 Lanes: 1.00 1.00 2.00 xxxx 1.00 2.00 xxxx 1.00 0.00 xxxx 0.00 1.00 Final Sat. : 267 1805 3610 1900 3610 3610 1805 0 0 0 1900 1900 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.17 0.14 0.00 0.31 0.31 0.26 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.64 0.23 0.63 xxxx 0.00 0.41 xxxx 0.34 0.00 xxxx 0.00 0.00 Volume/Cap: 0.00 0.76 0.22 xxxx 0.00 0.76 xxxx 0.76 0.00 xxxx 0.00 0.00 ******************************************************************************** Note: L2 = Permitted Left, L1 = Protected Left, T = Thru ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:09:56 Page 2-3 -------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Permitted Left Turn Sat Adj) 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th Approach: North South East West Cycle Length, C: 100 xxxxxx xxxxxx xxxxxx Actual Green Time Per Lane Group, G: 83.73 xxxxxx xxxxxx xxxxxx Effective Green Time Per Lane Group, g: 64.19 xxxxxx xxxxxx xxxxxx Opposing Effective Green Time, go: 40.65 xxxxxx XXXXXX XXXXXX Number Of Opposing Lanes, No: 2 xxxxxx XXXXXX XXXXXX Number Of Lanes In Lane Group, N: 1 xxxxxx XXXXXX XXXXXX Adjusted Left-Turn Flow Rate, Vlt: 310 xxxxxx XXXXXX XXXXXX Proportion of Left Turns in Lane Group, Plt: 1.00 XXXXXX XXXXXX XXXXXX Proportion of Left Turns in Opp Flow, Plto: xxxxxx XXXXXX XXXXXX xxxxxx Left Turns Per Cycle, LTC: 8.61 xxxxxx XXXXXX XXXXXX Adjusted Opposing Flow Rate, Vo: 1118 xxxxxx xxxxxx xxxxxx Opposing Flow Per Lane Per Cycle, Volc: 16.35 xxxxxx XXXXXX XXXXXX Opposing Platoon Ratio, Rpo: 1.00 xxxxxx xxxxxx xxxxxx Lost Time Per Phase, tl: 0.00 xxxxxx xxxxxx xxxxxx Eff grn until arrival of left-turn car, gf: 0.00 xxxxxx XXXXXX XXXXXX Opposing Queue Ratio, qro: 0.59 xxxxxx XXXXXX xxxxxx Eff grn blocked by opposing queue, gq: 28.83 xxxxxx xxxxxx xxxxxx Eff grn while left turns filter thru, gu: 35.36 xxxxxx xxxxxx xxxxxx Max opposing cars arriving during gq-gf, n: xxxxxx xxxxxx xxxxxx xxxxxx Proportion of Opposing Thru & RT cars, ptho: xxxxxx XXXXXX XXXXXX xxxxxx Left-turn Saturation Factor, fs: 0.18 xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Shared Lane, pl: 1.00 xxxxxx XXXXXX XXXXXX Through-car Equivalents, ell: 3.92 xxxxxx xxxxxx xxxxxx Single Lane Through-car Equivalents, e12: XXXXXX XXXXXX xxxxxx xxxxxx Minimum Left Turn Adjustment Factor, fmin: 0.06 xxxxxx xxxxxx xxxxxx Single Lane Left Turn Adjustment Factor, fm: 0.14 xxxxxx xxxxxx XXXXXX Left Turn Adjustment Factor, flt: 0.14 xxxxxx xxxxxx XXXXXX Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:10:30 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley-Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.628 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 15.8 Optimal Cycle: 61 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R --------- --- I --------------- ---------------11---------------11--------------- � Control: Protected Protected Protected Protected Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 0 35 0 0 0 0 543 8 33 110 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 543 8 33 110 0 Added Vol: 15 0 304 174 0 4 4 0 22 411 0 45 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 15 0 0 174 0 4 4 543 30 444 110 45 User Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 15 0 0 174 0 4 4 543 30 444 110 45 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 15 0 0 174 0 4 4 543 30 444 110 45 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 15 0 0 174 0 4 4 543 30 444 110 45 ...---------- I --------------- ---------------11--------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 1805 1900 1900 1805 1900 1615 1805 1900 1615 1805 1900 1615 ------------ I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.01 0.00 0.00 0.10 0.00 0.00 0.00 0.29 0.02 0.25 0.06 0.03 Crit Moves **** **** **** **** Green/Cycle: 0.12 0.00 0.00 0.15 0.00 0.04 0.03 0.45 0.45 0.39 0.82 0.82 Volume/Cap: 0.07 0.00 0.00 0.63 0.00 0.07 0.07 0.63 0.04 0.63 0.07 0.03 Uniform Del: 29.8 0.0 0.0 30.1 0.0 35.5 35.7 15.8 11.5 18.7 1.4 1.3 IncremntDel: 0.0 0.0 0.0 3.1 0.0 0.0 0.0 1.0 0.0 1.3 0.0 0.0 Delay Adj: 0.85 0.00 0.00 0.85 0.00 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Delay/Veh: 25.3 0.0 0.0 28.8 0.0 30.1 30.4 14.5 9.8 17.1 1.2 1.1 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.Oo 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 25.3 0.0 0.0 28.8 0.0 30.1 30.4 14.5 9.8 17.1 1.2 1.1 DesignQueue: 1 0 0 8 0 0 0 18 1 16 1 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 AM Thu Jun 8, 2000 14:10:30 Page 2-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1994 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #5 Valley Center and Catron Approach: North Bound South Bound East Bound West Bound Movement:, L - T - R L - T - R L - T - R L - T - R ------------I---------------11---------------- --------------- ---------- ------ � HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 Lane Group: L T R L T R L T R L T R #LnslnGrps: 1 1 1 1 1 1 1 1 1 1 1 1 ------------I ----------------- 11 --------------- --------------- ----------_----� HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0% 0% 0% 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------ I --------------- 11--------------- -- ------- ---------------� HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx 2 xxxx xxxx 2 f(lt) Case: 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx 1 xxxx xxxx ------------ I --------------- 11--- ------------ --------------- ------- ----- � HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 xxxx xxxxx 1.00 xxxx 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Hev Veh Adj: 1.00 xxxx xxxxx 1.00 xxxx 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Grade Adj: 1.00 xxxx xxxxx 1.00 xxxx 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Adj: xxxx xxxx xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx 1.00 Bus Stp Adj: xxxx xxxx xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx 1.00 Area Adj: 1.00 xxxx xxxxx 1.00 xxxx 1.00 1.00 1.00 1.00 1.00 1.00 1.00 RT Adj: xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx 0.85 xxxx xxxx 0.85 LT Adj : 0.95 xxxx xxxxx 0.95 xxxx xxxxx 0.95 xxxx xxxxx 0.95 xxxx xxxxx HCM Sat Adj: 0.95 1.00 1.00 0.95 1.00 0.85 0.95 1.00 0.85 0.95 1.00 0.85 Usr Sat Adj: 1.00 1.00 1.00 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj: 0.95 1.00 1.00 0.95 1.00 0.85 0-95 1.00 0.85 0.95 1.00 0.85 ------------ I---------------11---------------11---------------- 11---------------� Delay Adjustment Factor Module: Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 0.85 0.00 0.00 0.85 0.00 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM FULL BUILDOUT 2020 PM Thu Jun .8, 2000 14:04:23 Page 1-1 -------------------------------------------------------------------------------- ------------- -- ---- -- ------------------------------------------------------------ Scenario Report Scenario: '2020 PM Command: Default Command Volume: 2020 PM Geometry: Default Geometry - Impact Fee: Default Impact Fee Trip Generation: PM Trip Distribution: Default Trip Distribution Paths: Default Paths Routes: Default Route Configuration: Default Configuration Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:23 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Generation Report Forecast for PM Zone Rate Rate Trips Trips Total Of # Subzone Amount Units In Out In out Trips Total ---- ------------ ------- -------------- ------ ------ ----- ----- ----- ----- I Gallatin Cen 0.85 Gallatin Cente 1115.00 1112.00 948 945 1893 53 Zone 1 Subtotal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 948 945 1893 53.1 2 North Lots 0.85 Food and Gas 233.00 206.00 158 175 373 10.5 Zone 2 Subtotal . . .. .. . . . . . . . . . . . . . . . . . . . . . . . 198 175 373 10.5 3 Cattail Cree 0.75 Cattail Creek 703.00 1031.00 527 773 1300 36. Zone 3 Subtotal . . . . . . . . . . .. . . . . . . . . . . . . . . . . . 527 773 1300 36.5 ------------------------------------------------------------—------------------ TOTAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1673 1893 3566 100.0 Traffix 7.1.0607 (c) 1999 Dowling ABSOC. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:23 : Page 3-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Trip Distribution Report Percent Of Trips Daily To Gates 1 2- 3 - 4- 5 Zone ----- ----- ----- ----- ----- 1 2.0 58.0 33.0 5.0 2.0 2 2.0 58.0 33.0 5.0 2.0 3 2.0 58.0 33.0 5.0 2.0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:23 Page 4-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Turning Movement Report PM Volume Northbound Southbound Eastbound Westbound Total Type Left Thru Right Left Thru Right Left Thru Right Left Thru Right Volume #3 19th and Deadmans Gulch Base 0 1738 0 0 904 0 0 0 0 0 0 0 2642 Added 422 549 0 0 488 129 123 0 610 0 0 0 2321 Total 422 2287 0 0 1392 129 123 0 610 0 0 0 4963 #4 Valley Center and 19th Base 625 1114 0 0 606 179 218 0 298 0 0 0 3040 Added 191 123 0 0 238 432 634 0 268 0 0 0 1886 Total 816 1237 0 0 844 611 852 0 566 0 0 0 4926 #5 Valley Center and Catron Base 49 0 310 0 0 0 0 258 24 293 516 0 1450 Added 34 0 617 172 0 4 4 0 30 429 0 49 1339 Total 83 0 927 172 0 4 4 258 54 722 516 49 2789 #6 Valley Center and Driveway Base 0 0 0 0 0 0 0 568 0 0 809 0 1377 Added 0 0 114 0 0 0 0 789 0 0 477 146 1526 Total 0 0 114 0 0 0 0 1357 0 0 1286 146 2903 #7 19th and N. Driveway Base 0 1738 0 0 904 0 0 0 0 0 0 0 2642 Added 192 314 0 0 434 72 0 0 110 0 0 0 1122 Total 192 2052 0 0 1338 72 0 0 110 0 0 0 3764 #8 19th and South Driveway Base 0 1738 0 0 904 0 0 0 0 0 0 0 2642 Added 165 507 0 0 508 36 0 0 110 0 0 0 1326 Total 165 2245 0 0 1412 36 0 0 110 0 0 0 3968 #9 19th and WB Ramps Base 702 593 0 0 379 35 0 0 0 179 0 149 2037 Added 95 38 0 0 33 0 0 0 0 552 0 0 718 Total 797 631 0 0 412 35 0 0 0 731 0 149 2755 #10 19th and EB Ramps Base 0 1154 133 70 458 0 50 0 383 0 0 0 2248 Added 0 133 625 0 586 0 0 0 84 0 0 0 1428 Total 0 1287 758 70 1044 0 50 0 467 0 0 0 3676 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM - Thu Jun 8, 2000 14:04:31 Page .5-1 -------------------------------------------------------------------------------- Intereection Volume Report Base Volume Alternative -------------------------------------------------------------------------------- Northbound' Southbound Eastbound Westbound Node Intersection -D -- -T -- -R- :- 3, -, T�--- -R E. --- T R L ---Ir ---12 3 19th and Dead 0 1738 0 0 904 0 0 0 0 0 0 0 4 Valley Center 625 1114 0 0 606 179 218 0 298 0 0 0 5 Valley Center 49 0 0 0 0 0 0 258 24 293 516 0 6 Valley Center 0 0 0 0 0 0 0 568 0 0 809 0 7 19th and N. D 0 1738 0 0 904 0 0 0 0 0 0 0 8 19th and Sout 0 1738 0 0 904 0 0 0 0 0 0 0 9 19th and WB R 702 593 0 0 379 35 0 0 0 179 0 149 10 19th and EB A 0 1154 133 70 458 0 50 0 383 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000'14:04:31 Page 6-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Intersection Volume Report } Future Volume Alternative -------------------------------------------------------------------------------- Northbound Southbound Eastbound Westbound Node Intersection L -- T -- R L -- T -- R L -- T -- R L -- T -- R 3 19th and Dead 422 2287 0 0 1392 129 123 0 610 0 0 0 4 Valley Center 816 1237 0 0 844 611 852 0 566 0 0 0 5 Valley Center 83 0 0 172 0 4 4 258 54 722 516 49 6 Valley Center 0 0 114 0 0 0 0 1357 0 0 1286 146 7 19th and N. D 192 2052 0 0 1338 72 0 0 110 0 0 0 8 19th and Sout 165 2245 0 0 1412 36 0 0 110 0 0 0 9 19th and WB R 797 631 0 0 412 35 0 0 0 731 0 149 10 19th and EB R 0 1287 758 70 1044 0 50 0 467 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun S. 2000 14:04:31 Page 7-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- , Impact Analysis Report Level Of Service Intersection Base Future Change Del/ V/ Del/ V/ in LOS-Veh -£ -LOS=Veh C # 3 19th and Deadmans Gulch A 7.3 0.943 F 137.6 1.389 +130.316 D/V # 4 Valley Center and 19th B 18'.1 1.058 F 119.4 3.024 +101.300 D/V # 5 Valley Center and Catron C 18.5 0.782 F 110.0 1.443 + 0.661 V/C # 6 Valley Center and Driveway A 0.0 0.000 F 51.9 0.000 + 0.000 V/C # 7 19th and N. Driveway A 0.0 0.000 E 47.6 0.000 + 0.000 V/C # 8 19th and South Driveway A 0.0 0.000 F 57.8 0.000 + 0.000 V/C # 9 19th and WB Ramps C 24.4 0.756 F 88.1 1.146 +63.687 D/V # 10 19th and EB Ramps C 19.1 0.911 D 29.8 1.036 +10.688 D/V Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 8-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.943 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 7.3 Optimal Cycle: 120 Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- 11--------------- ---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------I---------------- II--------------- --------------- ---------------� Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1738 0 0 904 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 1738 0 0 904 0 0 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Final Sat. : 1900 1900 0 0 1900 1900 1900 1900 0 0 0 0 ------------I--------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.91 0.00 0.00 0.48 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** Green/Cycle: 0.00 0.97 0.00 0.00 0.97 0.00 0.00 0.00 0.00 0,00 0.00 0.00 Volume/Cap: 0.00 0.94 0.00 0.00 0.49 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Uniform Del: 0.0 0.5 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 IncremntDel: 0.0 10.4 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Delay Adj : 0.00 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Delay/Veh: 0.0 11.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 11.0 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 DesignQueue: 0 4 0 0 2 0 0 0 0 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 9-1 ------------ ------------------------------------------------------------------- ----------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #3 19th and Deadmans Gulch ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.389 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 137.6 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T R ------------I--------------- ---------11---------------11------------ ---- i Control: Protected Protected Protected Protected Rights: Include Include Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 ------------I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 Added Vol: 422 549 0 0 488 129 123 0 610 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 422 2287 0 0 1392 129 123 0 610 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 422 2287 0 0 1392 129 123 0 610 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 422 2287 0 0 1392 129 123 0 610 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 422 2287 0 0 1392 129 123 0 610 0 0 0 ------------ --------------- --------------- ---------------- -------- ----- Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 1805 1900 0 0 1900 1615 1805 0 1615 0 0 0 ----- --------------- --------------- ---------------- � Capacity Analysis Module: Vol/Sat: 0.23 1.20 0.00 0.00 0.73 0.08 0.07 0.00 0.38 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.21 0.87 0.00 0.00 0.66 0.66 0.10 0.00 0.31 0.00 0.00 0.00 Volume/Cap: 1.12 1.39 0.00 0.00 1.12 0.12 0.66 0.00 1.21 0.00 0.00 0.00 Uniform Del: 39.5 6.7 0.0 0.0 17.2 6.4 43.1 0.0 34.3 0.0 0.0 0.0 IncremntDel: 81.3 179 0.0 0.0 63.4 0.1 8.3 0.0 110.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 120.8 186 0.0 0.0 80.5 6.5 51.4 0.0 144.6 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 120.8 186 0.0 0.0 80.5 6.5 51.4 0.0 144.6 0.0 0.0 0.0 DesignQueue: 20 25 0 0 33 3 6 0 25 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 10-1 -----------------------------------------.----------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.058 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 18.1 Optimal Cycle: 48 Level Of Service: B ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- --------------- 11--------------- 11---------------� Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 11 0 0 ------------ I--------------- --------------- --------------- 11---------------� Volume Module: Base Vol: 625 1114 0 0 606 179 218 0 298 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 625 1114 0 0 606 179 218 0 298 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 625 1114 0 0 606 179 218 0 298 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 625 1114 0 0 606 179 218 0 298 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 625 1114 0 0 606 179 218 0 298 0 0 0 ------------ --------------- --------------- 11--------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.50 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 954 1900 0 1900 1900 1615 1805 0 1615 0 1900 0 ------------ I ---------------- --------------- � �------- - - -- � �--------------- Capacity Analysis Module: Vol/Sat: 0.65 0.59 0.00 0.00 0.32 0.11 0.12 0.00 0.18 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 1.26 0.82 0.00 0.00 0.39 0.54 0.15 0.00 0.58 0.00 0.00 0.00 Volume/Cap: 0.52 0.71 0.00 0.00 0.81 0.20 0.81 0.00 0.32 0.00 0.00 0.00 Uniform Del: 16.5 3.9 0.0 0.0 27.0 11.8 41.2 0.0 11.0 0.0 0.0 0.0 IncremntDel: 0.4 1.6 0.0 0.0 6.6 0.1 16.7 0.0 0.2 0.0 0.0 0.0 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 16.9 5.5 0.0 0.0 33.6 11.9 57.8 0.0 11.2 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Del/Veh: 16.9 5.5 0.0 0.0 33.6 11.9 57.8 0.0 11.2 0.0 0.0 0.0 DesignQueue: 22 13 0 0 22 5 11 0 7 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 11-1 --------------------------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 3.024 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 119.4 Optimal Cycle: 180 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- ---------------11--------------- � Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 0 1 0 1 0 1 0 1 1 0 0 1 0 0 0 1! 0 0 ------------- --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 625 1114 0 0 606 179 218 0 298 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 625 1114 0 0 606 179 218 0 298 0 0 0 Added Vol: 191 123 0 0 238 432 634 0 268 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 816 1237 0 0 844 611 852 0 566 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 816 1237 0 0 844 611 852 0 566 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 816 1237 0 0 844 611 852 0 566 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 816 1237 0 0 844 611 852 0 566 0 0 0 ----- - --- -------------- --------------- ---------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.36 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 678 1900 0 1900 1900 1615 1805 0 1615 0 1900 0 --- - --------------- --------------- --------------- � Capacity Analysis Module: Vol/Sat: 1.20 0.65 0.00 0.00 0.44 0.38 0.47 0.00 0.35 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.97 0.64 0.00 0.00 0.31 0.65 0.33 0.00 0.66 0.00 0.00 0.00 Volume/Cap: 1.25 1.02 0.00 0.00 1.41 0.58 1.41 0.00 0.53 0.00 0.00 0.00 Uniform Del: 31.5 18.2 0.0 0.0 34.3 9.9 33.3 0.0 9.2 0.0 0.0 0.0 IncremntDel:123.6 32.4 0.0 0.0 195 0.8 194.5 0.0 0.5 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 155.0 50.6 0.0 0.0 229 10.7 227.8 0.0 9.7 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 155.0 50.6 0.0 0.0 229 10.7 227.8 0.0 9.7 0.0 0.0 0.0 DesignQueue: 35 30 0 0 36 13 36 0 12 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14404:31 Page 12-1 ----------- ------------------------------------------------------------------------ --------------------------------------------------------------------------------- ,f,- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Base Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.782 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 18.5 Optimal Cycle: 0 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- ---------------11---------------� Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ I--------------- --------------- --------------- 11--------------- � Volume Module: Base Vol: 49 0 310 0 0 0 0 258 24 293 516 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 0 0 0 0 0 0 258 24 293 516 0 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 49 0 0 0 0 0 0 258 24 293 516 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 49 0 0 0 0 0 0 258 24 293 516 0 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 49 0 0 0 0 0 0 258 24 293 516 0 ------------ --------------- --------------- ---------------- --------------- � Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 434 0 0 0 0 0 0 553 610 601 660 0 ------------ I -------------- ---------------11--------------- ---------------- � Capacity Analysis Module: Vol/Sat: 0.11 xxxx xxxx xxxx xxxx xxxx xxxx 0.47 0.04 0.49 0.78 xxxx Crit Moves: **** **** **** Delay/Veh: 11.3 0.0 0.0 0.0 0.0 0.0 0.0 14.1 8.5 14.0 24.3 0.0 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 11.3 0.0 0.0 0.0 0.0 0.0 0.0 14.1 8.5 14.0 24.3 0.0 LOS by Move: B * * * * * * B A B C ApproachDel: 11.3 xxx=xx 13.6 20.6 Delay Adj : 1.00 xxxx= 1.00 1.00 ApprAdjDel: 11.3 xxxxxx 13.6 20.6 LOS by Appr: B * B C ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 13-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM 4-Way Stop Method (Future Volume Alternative) ******************************************************************************** Intersection #5 Valley Center and Catron ******************************************************************************** Cycle (sec) : 100 Critical Val:/Cap. (X) : 1.443 Loss Time (sec) : 0 (Y+R = 4 sec) Average Delay (sec/veh) : 110.0 Optimal Cycle: 0 Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T R ------------ I--------------- --------------- ---------------11--------------- i Control: Stop Sign Stop Sign Stop Sign Stop Sign Rights: Ignore Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 1 0 1 0 1 ------------ i ---------------- --------------- --------------- ---------------� Volume Module: Base Vol: 49 0 310 0 0 0 0 258 24 293 516 0 Growth Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 49 0 0 0 0 0 0 258 24 293 516 0 Added Vol: 34 0 617 172 0 4 4 0 30 429 0 49 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 83 0 0 172 0 4 4 258 54 722 516 49 User Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1-00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 83 0 0 172 0 4 4 258 54 722 516 49 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 83 0 0 172 0 4 4 258 54 722 516 49 PCE Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 83 0 0 172 0 4 4 258 54 722 516 49 ------------ ---------- ----- II--------------- --------------- ---------------- Saturation Flow Module: Lanes: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Sat. : 370 0 0 392 0 447 416 446 485 500 538 581 ----- I--------------- --------------- --------------- ---- ------__--- � Capacity Analysis Module: Vol/Sat: 0.22 xxxx xxxx 0.44 xxxx 0.01 0.01 0.58 0.11 1.44 0.96 0.08 Crit Moves: **** **** **** **** Delay/Veh: 14.6 0.0 0.0 18.2 0.0 10.5 11.2 20.6 10.8 229.8 54.6 9.2 Delay Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 14.6 0.0 0.0 18.2 0.0 10.5 11.2 20.6 10.8 229.8 54.6 9.2 LOS by Move: B * * C * B B C B F F A ApproachDel: 14.6 18.0 18.8 151.1 Delay Adj: 1.00 1.00 1.00 1.00 ApprAdjDel: 14.6 18.0 18.8 151.1 LOS by Appr: B C C F ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 14-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------- ---------- -------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes: 0 0 0 0 1 0 0 1! 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- ---------------- ---------------� Volume Module: Base Vol: 0 0 0 0 0 0 0 568 0 0 809 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 568 0 0 809 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 0 0 0 0 0 568 0 0 809 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 0 0 0 0 0 568 0 0 809 0 ------------I--------------- H--------------- 11---------------11--------------- � Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------ I---------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 15-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #6 Valley Center and Driveway ******************************************************************************** Average Delay (sec/veh) : 51.-9 Worst Case Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Stop Sign Stop Sign Uncontrolled Uncontrolled Rights: Include Include Include Include Lanes- 0 0 0 0 1 0 0 11 0 0 0 0 1 0 1 0 0 1 0 1 ------------ --------------- --------------- ------------ � � --- --------------- Volume Module: Base Vol: 0 0 0 0 0 0 0 568 0 0 809 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 0 0 0 0 0 0 568 0 0 809 0 Added Vol: 0 0 114 0 0 0 0 789 0 0 477 146 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 0 114 0 0 0 0 1357 0 0 1286 146 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 0 114 0 0 0 0 1357 0 0 1286 146 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 0 114 0 0 0 0 1357 0 0 1286 146 Critical Gap Module: Critical Gp:xxxxx xxxx 6.2 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx 3.3 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx 1357 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx 184 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx 184 xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx 51.9 xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx 0 xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: 51.9 xxxxxx xxxxxx xxxxxx ApproachLOS: F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 16-1 --------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ 1--------------- --------------- 11--------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ I --------------- --------------- 11---------------11--=------------� Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1738 0 0 904 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1738 0 0 904 0 0 0 0 0 0 0 ------------ ; ---------------H--------------- 11---------------11---------------� Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxXX xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------ I --------------- --------------- --------------- --------------- � Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx Mu= xxxx xxxx xxxxx ------------ I --------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx Xx- xxxxxx XXXXXX ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 17-1 Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay- (sec/veh)-: 47.-6- - - Worst- Case-Level Of Service:- E ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 -- --- -- - 1--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 Added Vol: 192 314 0 0 434 72 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 192 2052 0 0 1338 72 0 0 110 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 2052 0 0 1338 72 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 192 2052 0 0 1338 72 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx - ------ ------- I --------------- ----------------- --------------- ---------------� Capacity Module: Cnflict Vol: 1410 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1338 xxxx xxxx xxxxx Potent Cap. : 490 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 189 xxxx xxxx xxxxx Move Cap. . 490 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 189 xxxx xxxx xxxxx ------------ I--------------- --------------- --------------- --------------- � Level Of Service Module: Stopped Del: 17.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 47.6 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * E Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 47.6 xxxxxx ApproachLOS: * * E Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 18-1 --------------------------------------------------------------- ----------------- --------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Base Volume Alternative) Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 0.0 Worst Case Level Of Service: A Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- -------=-------� Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1738 0 0 904 0 0 0 0 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 0 1738 0 0 904 0 0 0 0 0 0 0 ------------ I --------------- 11---------------11---------------11 --------------- Critical Gap Module: Critical Gp:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx FollowUpTim:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Potent Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Move Cap. . xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx ------------I--------------- ---------------- --------------- --------------- � Level Of Service Module: Stopped Del:xxxxx xxxx xxxxx xxxxx xxxx xxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx LOS by Move: * * Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxx xxxx xxxxx xxxxx xx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx xxxxxx xxxxxx ApproachLOS: Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 19-1 -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : - 57.8- Worst Case-Level Of Service: F ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- --------------- � Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 1 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 Added Vol: 165 507 0 0 508 36 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 165 2245 0 0 1412 36 0 0 110 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 165 2245 0 0 1412 36 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 165 2245 0 0 1412 36 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------- 11--------------- --------------- ---------------- � Capacity Module: Cnflict Vol: 1448 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 1412 xxxx xxxx xxxxx Potent Cap. : 474 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 171 xxxx xxxx xxxxx Move Cap. : 474 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 171 xxxx xxxx xxxxx ------------ I--------------- 11--------------- --------------- ---------------� Level Of Service Module: Stopped Del: 16.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 57.8 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * F Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 57.8 xxxxxx ApproachLOS: * * F Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 20-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #9 19th and WB Ramps ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.756 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 24.4 Optimal Cycle: 38 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- ---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ I --------------- -------------- --------------- ---------------� Volume Module: Base Vol: 702 593 0 0 379 35 0 0 0 179 0 149 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 702 593 0 0 379 35 0 0 0 179 0 149 User Adj: - 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 702 593 0 0 379 35 0 0 0 179 0 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 702 593 0 0 379 35 0 0 0 179 0 149 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 702 593 0 0 379 35 0 0 0 179 0 149 ------------- --------------- ---------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1546 143 0 0 0 1805 0 1615 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.39 0.31 0.00 0.00 0.25 0.25 0.00 0.00 0.00 0.10 0.00 0.09 Crit Moves: **** **** **** Green/Cycle: 0.51 0.84 0.00 0.00 0.32 0.32 0.00 0-00 0.00 0.13 0.00 0.13 Volume/Cap: 0.76 0.37 0.00 0.00 0.76 0.76 0.00 0.00 0.00 0.76 0.00 0.70 Uniform Del: 19.3 1.9 0.0 0.0 30.2 30.2 0.0 0.0 0.0 41.9 0.0 41.6 IncremntDel: 3.6 0.1 0.0 0.0 6.0 6.0 0.0 0.0 0.0 13.0 0.0 10.2 Delay Adj: 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 22.9 2.0 0.0 0.0 36.2 36.2 0.0 0.0 0.0 54.9 0.0 51.8 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 22.9 2.0 0.0 0.0 36.2 36.2 0.0 0.0 0.0 54.9 0.0 51.8 DesignQueue: 21 6 0 0 15 1 0 0 0 9 0 7 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 21-1 ------------------------------------------------------------ --------------------- ---------------------------------------------------------- ------------------ Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) Intersection #9 19th and WB Ramps Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.146 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 88.1 Optimal Cycle: 180 Level Of Service: F Approach: North Bound South Bound East Bound West Bound Movement: L - T - R T, - r - R T, - T - R T, - T - n ------------ ---------------11--------------- 11--------------- 1i--------------- i control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: U U U U U U U U U U 0 0 Lanes: 1 0 1 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 ------------ ---------ii--------------- --------------- --------------- � Volume Module: Base Vol: 702 593 0 0 379 35 0 0 0 179 0 149 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 702 593 0 0 379 35 0 0 0 179 0 149 Added Vol: 95 38 0 0 33 0 0 0 0 552 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 797 631 0 0 412 35 0 0 0 731 0 149 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 797 631 0 0 412 35 0 0 0 731 0 149 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 797 631 0 0 412 35 0 0 0 731 0 149 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 797 631 0 0 412 35 0 0 0 731 0 149 ------------ i--------------- --------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.95 1.00 1.00 1.00 0.89 0.89 1.00 1.00 1.00 0.95 1.00 0.85 Lanes: 1.00 1.00 0.00 0.00 0.92 0.08 0.00 0.00 0.00 1.00 0.00 1.00 Final Sat. : 1805 1900 0 0 1557 132 0 0 0 1805 0 1615 ------------ I --------------- --------------- -- ------ - ----------------- � Capacity Analysis Module: Vol/Sat: 0.44 0.33 0.00 0.00 0.26 0.26 0.00 0.00 0.00 0.40 0.00 0.09 Crit Moves: **** **** **** Green/Cycle: 0.39 0.62 0.00 0.00 0.23 0.23 0.00 0.00 0.00 0.35 0.00 0.35 Volume/Cap: 1.15 0.54 0.00 0.00 1.15 1.15 0.00 0.00 0.00 1.15 0.00 0.26 Uniform Del: 30.7 11.0 0.0 0.0 38.4 38.4 0.0 0.0 0.0 32.3 0.0 23.0 IncremntDel: 81.8 0.5 0.0 0.0 91.5 91.5 0.0 0.0 0.0 83.0 0.0 0.2 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 0.00 0.00 0.00 1.00 0.00 1.00 Delay/Veh: 112.5 11.5 0.0 0.0 130 129.9 0.0 0.0 0.0 115.3 0.0 23.3 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 112.5 11.5 0.0 0.0 130 129.9 0.0 0.0 0.0 115.3 0.0 23.3 DesignQueue: 31 15 0 0 19 2 0 0 0 29 0 5 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 22-1 ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Base Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps ******************************************************************************** Cycle (sec.) : 100 Critical Vol./Cap. (X) : 0.911 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 19.1 Optimal Cycle: 87 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I --------------- 11---------------11---------------11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 U 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ------------ ► --------------- 11---------------11---------------11---------------� Volume Module: Base Vol: 0 1154 133 70 458 0 50 0 383 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1154 133 70 458 0 50 0 383 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1154 133 70 458 0 50 0 383 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1154 133 70 458 0 50 0 383 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 1154 133 70 458 0 50 0 383 0 0 0 ------------ I--------------- --------------- --------------- --------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1900 1615 1805 1900 0 1805 0 1615 0 0 0 ------------I--------------- --------------- H ------------ --- ---------------- � Capacity Analysis Module: Vol/Sat: 0.00 0.61 0.08 0.04 0.24 0.00 0.03 0.00 0.24 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.67 0.67 0.04 0.71 0.00 0.26 0.00 0.26 0.00 0.00 0.00 Volume/Cap: 0.00 0.91 0.12 0.91 0.34 0.00 0.11 0.00 0.91 0.00 0.00 0.00 Uniform Del: 0.0 10.7 4.6 36.2 4.2 0.0 21.4 0.0 27.2 0.0 0.0 0.0 IncremntDel: 0.0 7.2 0.0 50.9 0.1 0.0 0.0 0.0 16.8 0.0 0.0 0.0 Delay Adj : 0.00 0.85 0.85 0.85 0.85 0.00 0.85 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 16.3 3.9 81.7 3.7 0.0 18.2 0.0 40.0 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 16.3 3.9 81.7 3.7 0.0 18.2 0.0 40.0 0.0 0.0 0.0 DesignQueue: 0 25 3 4 8 0 2 0 17 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO 2020 PM Thu Jun 8, 2000 14:04:31 Page 23-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1994 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #10 19th and EB Ramps Cycle (sec) : 100 Critical Vol./Cap. (X) : 1.036 Loss Time (sec) : 3 (Y+R = 4 sec) Average Delay (sec/veh) : 29.8 Optimal Cycle: 180 Level Of Service: D ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I--------------- --------------- 11--------------- 11---------------� Control: Protected Protected Protected Protected Rights: Include Include Include Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 0 0 1 0 1 1 0 1 0 0 1 0 0 1 0 0 0 0 0 0 ..----------- I--------------- --------------- --------------- ---------------� Volume Module: Base Vol: 0 1154 133 70 458 0 50 0 383 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1154 133 70 458 0 50 0 383 0 0 0 Added Vol: 0 133 625 0 586 0 0 0 84 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 0 1287 758 70 1044 0 50 0 467 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 0 1287 758 70 1044 0 50 0 467 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 0 1287 758 70 1044 0 50 0 467 0 0 0 PCE Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 0 1287 758 70 1044 0 50 0 467 0 0 0 ------------ i -------------- - ---------------� �-- -- .._._..-- � �--------------- � Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 1.00 1.00 0.85 0.95 1.00 1.00 0.95 1.00 0.85 1.00 1.00 1.00 Lanes: 0.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 0.00 0.00 0.00 Final Sat. : 0 1900 1615 1805 1900 0 1805 0 1615 0 0 0 ------------ I--------------- ---------------� �------- _.._.. � �---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.68 0.47 0.04 0.55 0.00 0.03 0.00 0.29 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.00 0.65 0.65 0.04 0.69 0.00 0.28 0.00 0.28 0.00 0.00 0.00 Volume/Cap: 0.00 1.04 0.72 1.04 0.80 0.00 0.10 0.00 1.04 0.00 0.00 0.00 Uniform Del: 0.0 13.2 8.6 36.6 8.1 0.0 20.3 0.0 27.4 0.0 0.0 0.0 IncremntDel: 0.0 29.3 1.7 99.1 2.5 0.0 0.0 0.0 43.0 0.0 0.0 0.0 Delay Adj : 0.00 0.85 0.85 0.85 0.85 0.00 0.85 0.00 0.85 0.00 0.00 0.00 Delay/Veh: 0.0 40.5 9.0 130.2 9.3 0.0 17.3 0.0 66.3 0.0 0.0 0.0 User DelAdj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 0.0 40.5 9.0 130.2 9.3 0.0 17.3 0.0 66.3 0.0 0.0 0.0 DesignQueue: 0 30 16 4 21 0 2 0 20 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 PM Fri Jun 9, 2000 14:57:07 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #8 19th and South Driveway ******************************************************************************** Average Delay (sec/veh) : 16.6 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ --------------- --------------- --------------- ---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 2 0 1 0 0 0 0 1 0 0 0 0 0 ------------ ---------------- --------------- --------------- ---=-----------� Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 Added Vol: 165 507 0 0 508 36 0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 165 2245 0 0 1412 36 0 0 110 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 165 2245 0 0 1412 36 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 165 2245 0 0 1412 36 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ------------ ---------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 1448 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 706 xxxx xxxx xxxxx Potent Cap. . 474 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 439 xxxx xxxx xxxxx Move Cap. : 474 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 439 xxxx xxxx xxxxx --- -- I ---------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 16.6 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.9 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 15.9 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIGB - 2020 PM Fri Jun 9, 2000 14:57:07 Page 2-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative ******************************************************************************** Intersection #8 19th and South Driveway Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R - ----=----- I----------------I---------------- ---------=------ ---------------- � HevVeh: 0% 0% 0% 0% Grade: 0% 096 0% 08 Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour -----------I----------------I---------------- �------- ---- - - ------ ---------- Upstream Signals: Link Index: #19 #14 Dist(miles) : 0.000 0.000 Speed (mph) : 0.00 0.00 SignalIndex: #3 #4 Cycle Time: 0 secs 0 secs InitVolume: 0 0 0 0 Saturation: 0 0 0 0 ArrivalType: 0 0 0 0 G/C: 0.00 0.00 0.0.0 0.00 *** Computation 1: Time for Queue to Clear at Each Upstream Intersection - P: 0.000 0.000 0.000 0.000 gql: 0.00 0.00 0.00 0.00 gq2: 0.00 0.00 0.00 0.00 gq: 0.00 0.00 0.00 0.00 *** Computation 2: Time Intersection Blocked Because of Upstream Platoons alpha: 0.000 0.000 beta: 0.000 0.000 to (secs) : 0.000 0.000 F: 0.000 0.000 f: 0.000 0.000 0.000 0.000 vcmax: 0 0 0 0 vcmin: 0 0 0 0 tp: 0.0 0.0 0.0 0.0 p: 0.000 0.000 *** Computation 3: Platoon Event Periods pdom/psubo: 0.000/0.000/Unconstrained *** Computation 4: Conflicting Flows During Each Unblocked Period InitCnflVol:1448 xxxxx xxxxx 0 xxxxx xxxxx 0 0 706 0 0 0 UpstreamSat: 0 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 ConflictVol:1448 xxxxx xxxxx 0 xxxxx xxxxx 0 0 706 0 0 0 *** Computation 5: Capactiy for Subject Movement During Unblocked Period InitPotCap: 474 xxxxx xxxxx 0 xxxxx xxxxx 0 0 439 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 PotentCap: 474 xxxxx xxxxx 0 xxxxx xxxxx 0 0 439 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 PM Fri Jun 9, 2000 14:57:25 Page 1-1 -------------------------------------..------------------------------------------ -------------------------------------- ----------------------------------------- Level Of Service Computation Report 1997 HCM Unsignalized Method (Future Volume Alternative) ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Average Delay (sec/veh) : 17.0 Worst Case Level Of Service: C Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ ---------------11---------------11---------------11---------------� Control: Uncontrolled Uncontrolled Stop Sign Stop Sign Rights: Include Include Include Include Lanes: 1 0 1 0 0 0 0 2 0 1 0 0 0 0 1 0 0 0 0 0 ------------ --------------- ------ -------- Volume Module: Base Vol: 0 1738 0 0 904 0 0 0 0 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 L .00 1.00 Initial Bse: 0 1738 0 0 904 0 0 0 0 0 0 0 Added Vol: 192 314 0 0 434 72 '0 0 110 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 192 2052 0 0 1338 72 0 0 110 0 0 0 User Adj: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 192 2052 0 0 1338 72 0 0 110 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Final Vol. : 192 2052 0 0 1338 72 0 0 110 0 0 0 Critical Gap Module: Critical Gp: 4.1 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 6.2 xxxxx xxxx xxxxx FollowUpTim: 2.2 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 3.3 xxxxx xxxx xxxxx ---- --------------- --------------- --------------- ---------------� Capacity Module: Cnflict Vol: 1410 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 669 xxxx xxxx xxxxx Potent Cap. : 490 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 461 xxxx xxxx xxxxx Move Cap. . 490 xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx 461 xxxx xxxx xxxxx ------------I--------------- --------------- --------------- ---------------� Level Of Service Module: Stopped Del: 17.0 xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx 15.2 xxxxx xxxx xxxxx LOS by Move: C * * * * * * * C Movement: LT - LTR - RT LT - LTR - RT LT - LTR - RT LT - LTR - RT Shared Cap. : xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Shrd StpDel:xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx xxxxx xxxx xxxxx Shared LOS: * * ApproachDel: xxxxxx xxxxxx 15.2 xxxxxx ApproachLOS: * * C Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIGS - 2020 PM Fri Jun 9, 2000 14:57:25 Page 2-1 ------------------- ------------------------------------------------------------- --------------------------------------------------------------------------------- Level Of Service Detailed Computation Report 1997 HCM Unsignalized Method Future Volume Alternative ******************************************************************************** Intersection #7 19th and N. Driveway ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ----------- I-------- --------- j ----------------- ---------------- � HevVeh: 0%- 0% 0% 0% Grade: 0%. 096 0% 0% Peds/Hour: 0 0 0 0 Pedestrian Walk Speed: 4.00 feet/sec LaneWidth: 12 feet 12 feet 12 feet 12 feet Time Period: 0.25 hour -----------I-------------- -- I---------------- ---------------- ---------------- � Upstream Signals: Link Index: #19 #14 Dist(miles) : 0.000 0.000 Speed (mph) : 0.00 0.00 SignalIndex: #3 #4 Cycle Time: 0 secs 0 secs InitVolume: 0 0 0 0 Saturation: 0 0 0 0 ArrivalType: 0 0 0 0 G/C: 0.00 0.00 0.00 0.00 *** Computation 1: Time for Queue to Clear at Each Upstream Intersection P: 0.000 0.000 0.000 0.000 gql: 0.00 0.00 0.00 0.00 gq2: 0.00 0.00 0.00 0.00 gq: 0.00 0.00 0.00 0.00 *** Computation 2: Time Intersection Blocked Because of Upstream Platoons alpha: 0.000 0.000 beta: 0.000 0.000 to (secs) : 0.000 0.000 F: 0.000 0.000 f: 0.000 0.000 0.000 0.000 vcmax: 0 0 0 0 vcmin: 0 0 0 0 tp: 0.0 0.0 0.0 0.0 p: 0.000 0.000 *** Computation 3: Platoon Event Periods pdom/psubo: 0.000/0.000/Unconstrained *** Computation 4: Conflicting Flows During Each Unblocked Period InitCnflVol:1410 xxxxx xxxxx 0 xxxxx xxxxx 0 0 669 0 0 0 UpstreamSat: 0 xxxxx xxxxx 0 xxxxx xxxxx 0 0 0 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 ConflictVol:1410 xxxxx xxxxx 0 xxxxx xxxxx 0 0 669 0 0 0 *** Computation 5: Capactiy for Subject Movement During Unblocked Period InitPotCap: 490 xxxxx xxxxx 0 xxxxx xxxxx 0 0 461 0 0 0 UpstreamAdj :1.00 x.xxx x.xxx 1.00 x.xxx x.xxx 1.00 1.000 1.000 1.00 1.000 1.000 PotentCap: 490 xxxxx xxxxx 0 xxxxx xxxxx 0 0 461 0 0 0 Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 PM Fri Jun 9, 2000 14:55:52 Page 1-1 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Computation Report 1997 HCM Operations Method (Future Volume Alternative) ******************************************************************************** Intersection #4 Valley Center and 19th ******************************************************************************** Cycle (sec) : 100 Critical Vol./Cap. (X) : 0.958 Loss Time (sec) : 3 (Y+R = , 4 sec) Average Delay (sec/veh) : 27.7 Optimal Cycle: 144 Level Of Service: C ******************************************************************************** Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------ I--------------- --------------- --------------- ---------------� Control: Prot+Permit Protected Protected Protected Rights: Include Ovl Ovl Include Min. Green: 0 0 0 0 0 0 0 0 0 0 0 0 Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 0 1 0 0 0 1! 0 0 ------------ I--------------- --------------- --------------- --------------- � Volume Module: Base Vol: 625 1114 0 0 606 179 218 0 298 0 0 0 Growth Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Initial Bse: 625 1114 0 0 606 179 218 0 298 0 0 0 Added Vol: 191 123 0 0 238 432 634 0 268 0 0 0 PasserByVol: 0 0 0 0 0 0 0 0 0 0 0 0 Initial Fut: 816 1237 0 0 844 611 852 0 566 0 0 0 User Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 PHF Volume: 816 1237 0 0 844 611 852 0 566 0 0 0 Reduct Vol: 0 0 0 0 0 0 0 0 0 0 0 0 Reduced Vol: 816 1237 0 0 844 611 852 0 566 0 0 0 PCE Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Final Vol. : 816 1237 0 0 844 611 852 0 566 0 0 0 ------------ --------------- ------------ --- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Adjustment: 0.51 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 Lanes: 1.00 2.00 1.00 1.00 2.00 1.00 2.00 0.00 1.00 0.00 1.00 0.00 Final Sat. : 962 3610 1900 1900 3610 1615 3502 0 1615 0 1900 0 ------------ I --------------- --------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.85 0.34 0.00 0.00 0.23 0.38 0.24 0.00 0.35 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 1.20 0.72 0.00 0.00 0.24 0.50 0.25 0.00 0.73 0.00 0.00 0.00 Volume/Cap: 0.71 0.48 0.00 0.00 0.96 0.76 0.96 0.00 0.48 0.00 0.00 0.00 Uniform Del: 13.5 6.1 0.0 0.0 37.3 20.3 36.8 0.0 5.8 0.0 0.0 0.0 IncremntDel: 2.1 0.1 0.0 0.0 20.7 4.2 20.6 0.0 0.3 0.0 0.0 0.0 Delay Adj : 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 Delay/Veh: 15.5 6.3 0.0 0.0 58.0 24.5 57.4 0.0 6.1 0.0 0.0 0.0 User DelAdj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 AdjDel/Veh: 15.5 6.3 0.0 0.0 58.0 24.5 57.4 0.0 6.1 0.0 0.0 0.0 DesignQueue: 27 21 0 0 38 19 38 0 9 0 0 0 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 PM Fri Jun 9, 2000 14:55:52 Page 2-1 -------------------------------------------------------------------------------- ---------------------------------------------------------------------..-- --------- Level Of Service Detailed Computation Report 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th Approach: North Bound South Bound East Bound West Bound Movement: L - T - R L - T - R L - T - R L - T - R ------------I---------------11--------------- =---------- -------------- - � HCM Ops Adjusted Lane Utilization Module: Lanes: 1 0 2 0 1 1 0 2 0 1 2 0 0 1 0 0 0 11 0 0 Lane Group: L T R L T R L RT RT LTR LTR LTR #LnsInGrps: 1 2 1 1 2 1 2 1 1 1 1 1 ------------I---------------11------------ � � � � --- --------------- --------------- HCM Ops Input Saturation Adj Module: Lane Width: 12 12 12 12 12 12 12 12 12 12 12 12 % Hev Veh: 0 0 0 0 Grade: 0% 0$ 08 0% Parking/Hr: No No No No Bus Stp/Hr: 0 0 0 0 Area Type: < < < < < < < < < < < < < < < Other > > > > > > > > > > > > > > > Cnft Ped/Hr: 0 0 0 0 ExclusiveRT: Include Include Include Include % RT Prtct: 0 0 0 0 ------------I --------------- 11--------------- --------------- --------------- � HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx 2 xxxx xxxx 5 xxxx xxxx xxxx f(lt) Case: 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx xxxx ------------I--------------- 11--------------- --------------- --------------- � HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Hev Veh Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Grade Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx Parking Adj : xxxx xxxx xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Bus Stp Adj : xxxx xxxx xxxxx xxxx xxxx 1.00 xxxx xxxx 1.00 xxxx xxxx xxxxx Area Adj : 1.00 1.00 xxxxx xxxx 1.00 1.00 1.00 xxxx 1.00 xxxx xxxx xxxxx RT Adj : xxxx xxxx xxxxx xxxx xxxx 0.85 xxxx xxxx 0.85 xxxx xxxx xxxxx LT Adj : 0.95 xxxx xxxxx xxxx xxxx xxxxx 0.95 xxxx xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.95 1.00 1.00 1.00 1.00 0.85 0.95 1.00 0.85 1.00 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 MLF Sat Adj : 1.00 0.95 1.00 1.00 0.95 1.00 0.97 1.00 1.00 1.00 1.00 1.00 Fnl Sat Adj : 0.95 0.95 1.00 1.00 0.95 0.85 0.92 1.00 0.85 1.00 1.00 1.00 ------------I---------------� � - --------� �---------------11---------------� Delay Adjustment Factor Module: PrtPermCase: 3 xxxxx xxxxx xxxxx Coordinated: < < < < < < < < < < < < < < < No > > > > > > > > > > > > > > > > Signal Type: < < < < < < < < < < < < < Actuated > > > > > > > > > > > > > DelAdjFctr: 1.00 1.00 0.00 0.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 0.00 ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 PM Fri Jun 9, 2000 14:55:52 Page 2-2 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Dual Phase Control) ik 1997 HCM Operations Method Future Volume Alternative ******************************************************************************** Intersection #4 Valley Center and 19th Approach: North Bound South Bound East Bound West Bound Movement: L2 - L1 - T L2 - L1 - T L2 - L1 - T L2 - L1 - T ------------ --------------- --------------- --------------- ---------------� Control: Prot+Permit Protected Protected Protected ------------ --------------- --------------- --------------- ---------------� HCM Ops f(rt) and f(lt) Adj Case Module: f(rt) Case: xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx xxxx f(lt) Case: 2 1 xxxx xxxx xxxx xxxx xxxx 1 xxxx xxxx xxxx xxxx ------------ I --------------- 11--------------- ------ -- --- ---- ---------------� HCM Ops Saturation Adj Module: Ln Wid Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Hev Veh Adj : 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Grade Adj: 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx Parking Adj: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Bus Stp Adj: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx Area Adj : 1.00 1.00 1.00 xxxx xxxx 1.00 xxxx 1.00 xxxxx xxxx xxxx xxxxx RT Adj: xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx xxxx xxxx xxxxx LT Adj: 0.22 0.95 xxxxx xxxx xxxx xxxxx xxxx 0.95 xxxxx xxxx xxxx xxxxx HCM Sat Adj : 0.22 0.95 1.00 xxxx 1.00 1.00 xxxx 0.95 1.00 xxxx 1.00 1.00 Usr Sat Adj : 1.00 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 xxxx 1.00 1.00 MLF Sat Adj : 1.00 1.00 0.95 xxxx 1.00 0.95 xxxx 0.97 1.00 xxxx 1.00 1.00 Fnl Sat Adj : 0.22 0.95 0.95 xxxx 1.00 0.95 xxxx 0.92 1.00 xxxx 1.00 1.00 ------------I--------------- --------------- --------------- ---------------� Volume Module: Volume: 0 816 1237 xxxx 0 844 xxxx 852 0 xxxx 0 0 ------------ I--------------- ---------------- --------------- ---------------� Saturation Flow Module: Sat/Lane: 1900 1900 1900 xxxx 1900 1900 xxxx 1900 1900 xxxx 1900 1900 Adjustment: 0.22 0.95 0.95 xxxx 1.00 0.95 xxxx 0.92 1.00 xxxx 1.00 1.00 Lanes: 1.00 1.00 2.00 xxxx 1.00 2.00 xxxx 2.00 0.00 xxxx 0.00 1.00 Final Sat. : 414 1805 3610 1900 3610 3610 3502 0 0 0 1900 1900 ------------ I--------------- ----------------- --------------- ---------------� Capacity Analysis Module: Vol/Sat: 0.00 0.45 0.34 0.00 0.23 0.23 0.24 0.00 0.00 0.00 0.00 0.00 Crit Moves: **** **** **** Green/Cycle: 0.73 0.47 0.72 xxxx 0.00 0.24 xxxx 0.25 0.00 xxxx 0.00 0.00 Volume/Cap: 0.00 0.96 0.48 xxxx 0.00 0.96 xxxx 0.96 0.00 xxxx 0.00 0.00 ******************************************************************************** Note: L2 = Permitted Left, L1 = Protected Left, T = Thru ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO MITIG8 - 2020 PM Fri Jun 9, 2000 14:55:52 Page 2-3 -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Level Of Service Detailed Computation Report (Permitted Left Turn Sat Adj) 1997 HCM Operations Method Future Volume Alternative Intersection #4 Valley Center and 19th Approach: North South East West Cycle Length, C: 100 xxxxxx xxxxxx xxxxxx Actual Green Time Per Lane Group, G: 116.79 xxxxxx xxxxxx xxxxxx Effective Green Time Per Lane Group, g: 72.60 xxxxxx xxxxxx xxxxxx Opposing Effective Green Time, go: 24.41 xxxxxx xxxxxx xxxxxx Number Of Opposing Lanes, No: 2 xxxxxx xxxxxx xxxxxx Number Of Lanes In Lane Group, N: 1 xxxxxx xxxxxx xxxxxx Adjusted Left-Turn Flow Rate, Vlt: 816 xxxxxx xxxxxx XXXXXX Proportion of Left Turns in Lane Group, Plt: 1.00 xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Opp Flow, Plto: xxxxxx xxxxxx xxxxxx xxxxxx Left Turns Per Cycle, LTC: 22.67 xxxxxx xxxxxx xxxxxx Adjusted Opposing Flow Rate, Vo: 844 xxxxxx xxxxxx xxxxxx Opposing Flow Per Lane Per Cycle, Volc: 12.34 xxxxxx xxxxxx xxxxxx Opposing Platoon Ratio, Rpo: 1.00 xxxxxx xxxxxx xxxxxx Lost Time Per Phase, tl: 0.00 xxxxxx xxxxxx xxxxxx Eff grn until arrival of left-turn car, gf: 0.00 xxxxxx xxxxxx xxxxxx Opposing Queue Ratio, qro: 0.76 xxxxxx xxxxxx xxxxxx Eff grn blocked by opposing queue, gq: 24.77 xxxxxx xxxxxx xxxxxx Eff grn while left turns filter thru, gu: 47.83 xxxxxx xxxxxx xxxxxx Max opposing cars arriving during gq-gf, n: xxxxxx xxxxxx xxxxxx xxxxxx Proportion of Opposing Thru & RT cars, ptho: xxxxxx xxxxxx xxxxxx xxxxxx Left-turn Saturation Factor, fs: 0.35 xxxxxx xxxxxx xxxxxx Proportion of Left Turns in Shared Lane, pl: 1.00 xxxxxx xxxxxx xxxxxx Through-car Equivalents, ell: 3.02 xxxxxx xxxxxx xxxxxx Single Lane Through-car Equivalents, e12: xxxxxx xxxxxx xxxxxx xxxxxx Minimum Left Turn Adjustment Factor, fmin: 0.06 xxxxxx xxxxxx xxxxxx Single Lane-Left Turn Adjustment Factor, fm: 0.22 xxxxxx xxxxxx xxxxxx Left Turn Adjustment Factor, flt: 0.22 xxxxxx xxxxxx xxxxxx ******************************************************************************** Traffix 7.1.0607 (c) 1999 Dowling Assoc. Licensed to KIMLEY-HORN, DENVER, CO