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HomeMy WebLinkAbout02 - Traffic Impact Study - Home Depot Transportation Impact Analysis BOZEMAN HOME DEPOT Prepared for: Little and Associates NT ANq HOLLY ,N .1 19 PE I�CEN5�0\ .January 2002 Prepared by: The Transpo Group, Inc. 176 S. Stevens Street, Suite 200 Spokane,WA 99223 Phone: 509.462.0606 Fax: 509.747.3317 www.dietranspogroup.com © 2001 The Transpo Group Table Of Contents Pa��e INTRODUCTION ...................................................................................... 1 ProjectDescription......................................................................................................................I...1 ProjectScope....................................................................................................................................1 StudyMethodology..........................................................................................................................4 EXISTING CONDITIONS............................................................................ 8 RoadwaySystem...............................................................................................................................8 ExistingTraffic Volumes................................................................................ ............................9 TripGeneration................................................................................................................................9 Trip Distribution and Assignment..............................................................................................15 TrafficOperations..........................................................................................................................15 SignalWarrant Analysis.................................................................................................................22 SafetyAnalysis................................................................................................................................23 FUTURE 2003 CONDITIONS ................................................................... 25 RoadwayNetwork..........................................................................................................................25 TrafficVolumes..............................................................................................................................25 TrafficOperations..........................................................................................................................29 RightTurn Warrants......................................................................................................................34 CostAllocations................................................................ ............................................................34 SUMMARY AND CONCLUSIONS.............................................................. 36 Technical Appendix A. Existing Peak Hour Traffic Count Summaries B. LOS Summary Worksheets C. Signal Warrant Analysis Worksheets D. Summary of Pipeline Project Traffic Volumes E. Year 2014 Traffic Forecasts for Tschache Lane/N. 19th Avenue Table Of Contents Continued Page Figures 1. Site Vicinity...................................................................................................................................2 2. Site Plan.........................................................................................................................................3 3. Intersection Geometries and Traffic Controls......................................................................10 4. Existing Traffic Volumes—AM Peak Hour..........................................................................11 5. Existing Traffic Volumes—Midday Peak Hour...................................................................12 6. Existing Traffic Volumes—PM Peak Hour..........................................................................13 7. Project Trip Distribution and Assignment—AM Peak Hour............................................16 8. Project Trip Distribution and Assignment—Midday Peak Hour......................................17 9. Project Trip Distribution and Assignment—Midday Peak Hour......................................18 10. Existing With-Project Traffic Volumes—AM Peak Hour..................................................19 11. Existing With-Project Traffic Volumes—Midday Peak Hour...........................................20 12. Existing With-Project Traffic Volumes—PM Peak Hour..................................................21 13. Future 2003 Without-Project Traffic Volumes—AM Peak Hour.....................................26 14. Future 2003 Without-Project Traffic Volumes—Midday Peak Hour..............................27 15. Future 2003 Without-Project Traffic Volumes—PM Peak Hour.....................................28 16. Future 2003 With-Project Traffic Volumes—AM Peak Hour...........................................30 17. Future 2003 With-Project Traffic Volumes—Midday Peak Hour....................................31 18. Future 2003 With-Project Traffic Volumes—PM Peak Hour...........................................32 Tables F. Level of Service Criteria- Signalized Intersections.................................................................. 5 G. Level of Service Criteria -Unsignalized Intersections............................................................. 6 H. Summary of Project Trip Generation......................................................................................15 I. Existing Peak Hour LOS and Delays.......................................................................................22 J. Summary of N 19th Avenue Collision Data............................................................................24 K. Future 2003 Peak Hour LOS and Delays................................................................................33 Bozeman Home Depot January 2002 Introduction This report summarizes the transportation impact analysis (TIA) conducted for the Home Depot development in the City of Bozeman,MT. The scope for analysis was developed in coordination with City of Bozeman and Montana Department of Transportation (MDT) staff. This report is organized into sections that describe existing without-project and with-project conditions; future 2003 without-project and with-project conditions; and future 2014 conditions, as necessary, to assess the long-term operation of recommended roadway and intersection improvements. Project Description The project site is located west of N 19th Avenue and north of Tschache Lane in the City of Bozeman,MT. The 95,459-square-foot(sf) Home Depot building and the attached 18,762- sf garden center will cover more than 25 percent of the 10.2-acre site. Access to the development is proposed from a full ingress/egress driveway aligned across Tschache Lane and a right-in/right-out driveway located approximately 500 feet north of Tschache Lane driveway. Parking will be provided for approximately 450 vehicles on the project site. Figure 1 shows the location of the proposed project and Figure 2 highlights the most current site plan. This project, and other adjacent existing and proposed projects, are anticipated to use the Tschache Lane/N 19th Avenue driveway as a primary access to N 19th Avenue. As part of this analysis, the need for a traffic signal at Tschache Lane will be investigated to facilitate safe access to/from these developments and provide safe and efficient operations on N 19th Avenue. The development is proposed as an initial phase of Stoneridge Square. Stoneridge Square is an approved development located west of N 19th Avenue between Durston Road and Baxter Lane, and is anticipated to have more than 350,000 sf of commercial, office, and retail facilities. The project has already constructed significant roadway improvements (more than $2 million in construction)in preparation for the initial phases of construction. The Home Depot would be one of the first construction phases for this development. The proposed Home Depot represents a retail land use that was not originally planned for this area of Stoneridge Square and the agencies have requested that a TIA be conducted to specifically identify the impacts of project traffic upon N 19th Avenue. As indicated, however, significant off-site improvements have been constructed to prepare N 19th Avenue for the Stoneridge development, of which Home Depot is a part. As such, the recommendations of this report primarily focus upon access issues. As noted previously, the scope of this analysis was coordinated with City and MDT officials and does include off-site intersections, but the primary issues associated with this specific project primarily relate to access. Project Scope The scope for this project was developed in coordination with staff from the City of Bozeman and MDT. The analysis focuses on a much broader study area than previous TIA reports and addresses an additional (midday) peak hour condition to help the City and State identify potential operational issues along the N 19th Avenue corridor. The Transpo Group 1 01 329\01329r1 hrhAoc 1 N 4 a. f�tb e.A � ♦� -�p � S 1l'\t VAIY:� \ ♦ � III Ir �\ ((�� _ 1 Lot, 11 r f�l .. .�y, �u,Lvxu:ail-�-. �:�`-��4.• P � 'w n1,.r1E31 kA r1 Vems. f- l .� (— - - ���I �i�. .��.�� I t� t1J �a ML ELL ❑ �( (��r: � nr Lin 1-9 nr� 11 ---A'. ;I 1, l fr1r)r-!r� 1[ .51",iL The Figure 1 Transpo Site Vicinity GrWp Sloneridge-Bozeman,Montana M A011013Ng raphicslsite.cdr rs. O N N 'C �6 o 0 Wl • Log Zi Ld_ •� v N O L d 0) U TSCHACHE LANE ) L o rn N O O Bozeman Home Depot _ _ _ January 2002 The study addresses the operation of eight intersections (including the Tschache Lane/ N 191h Avenue) and the proposed right-in/right-out driveway under existing and forecast AM,midday, and PM peak hour conditions. These peak hours represent the highest periods of conflict between adjacent street traffic and site-generated trips. An analysis of these time periods should address most traffic conditions during the typical weekday. A summary of the study intersections along N 19th Avenue is listed as follows: • WB Interstate 90 (I-90) On/Off Ramp/N 19th Avenue • EB I-90 On/Off Ramp/N.19th Avenue • Valley Center Road/N 19th Avenue • Baxter Lane/N 19th Avenue • Tschache Lane/N 19th Avenue • Oaks Street/N 19th Avenue • Durston Road/N 19th Avenue • Main Street/N 191h Avenue The intersecting roadways have been included in the analysis because they provide access to parts of the community. There are other intersections located within the N 19th Avenue corridor,but are not included because they provide lesser connectivity to other roadways in the City and provide access to smaller parts of the community. Four primary analysis conditions have been developed per agency guidelines. The existing without- and with-project, and future 2003 without- and with-project conditions have been developed to identify the impact of site-generated trips on N 19th Avenue. The existing conditions have been included at the request of the City and help establish project impacts based upon current traffic counts and also establish a base for comparing future conditions. At the request of the State, future 2003 conditions have also been included to help identify project impacts during the anticipated 2002/2003-completion year of the development. The City requests that improvement projects/mitigation provide adequate capacity for a period of 12 years. As such,a 2014 forecast analysis condition was developed to identify the operation of intersections with potential improvements only. Study Methodology Several traffic analysis methodologies were used to identify traffic conditions and verify the need for potential transportation improvements. The following sections provide a description of the methodologies used to forecast intersection operations and assess the need for a signal at the intersection of Tschache Lane/N 19th Avenue. Traffic forecasting methodologies vary upon the condition and are discussed in the existing and forecast analysis sections,respectively. Intersection Operations The traffic conditions represented by this report are identified through a comparison of AM, midday, and PM peak hour intersection operations. Intersection operations are based upon the level of service (LOS) methodologies of the Highway Capacity Manual(Transportation Research Board, 2000). The Highway Capacity Manual(HCM) is a nationally recognized and locally accepted method of measuring traffic flow and congestion. Criteria range from LOS A,indicating free-flow conditions with minimal vehicle delays, to LOS F,indicating extreme congestion with significant vehicle delays. Staff from the City and State The Transpo Group 101 329\01 32911 brb.doc 4 Bozeman Home Depot January 2002 collectively,have indicated that LOS D is the minimum threshold for intersection operations in this corridor. I LOS for both unsignalized and signalized intersections were determined with Synchro Version 5,Build 317 (Trafficware,2000). This intersection analysis software tool is based upon the methodologies of HCM 2000. LOS for signalized intersections is defined in terms of the average total vehicle delay of all movements through an intersection. Vehicle delay is measured based on many variables,including deceleration delay,queue move-up time, stopped delay,and final acceleration delay. Specifically,level of service criteria are stated in terms of average delay per vehicle during a specified time period(for example,the PM peak hour). Table 1 shows LOS criteria for signalized intersections, as described by HCM 2000, Table 1 ControlLevel of Service Criteria - Signalized intersections • Per Vehicle (Seconds) (Signalized Intersections) A <10 Free Flow B >10 - 20 Stable Flow(slight delays) C >20- 35 Stable flow(acceptable delays) D >35 - 55 Approaching unstable flow(tolerable delay, occasionally wait through more than one signal cycle before proceeding) E >55 -80 Unstable flow(intolerable delay) F > 80 Forced flow(jammed) Unsignalized intersection LOS criteria can be further reduced into two intersection types: all-way stop-controlled and two-way stop-controlled. All-way, stop-controlled intersection level of service is expressed in terms of the average vehicle delay of all of the movements, much like that of a signalized intersection. Two-way, stop-controlled intersection level of service is defined in terms of the average vehicle delay of an individual movement(s). This is because the performance of a two-way, stop-controlled intersection is more closely reflected in terms of its individual movements,rather than its performance overall. For this reason, level of service for a two-way, stop-controlled intersection is defined in terms of its individual movements. Table 2 shows level of service criteria for unsignalized intersections (both all-way and two-way, stop-controlled). The Transpo Group 101 329\01 3290 brh.doc 5 Bozeman Home Depot January 2002 Table 2 IntersectionsLevel of Service Criteria - Unsignalized TotalAverage Delay A 0- 10 B >10- 15 C >15 -25 D >25 - 35 E >35 - 50 F >50 Signal Warrant Analysis The need for a traffic signal is usually established in two steps. First,the operation of the intersection is generally poor in terms of LOS and queuing. This usually occurs when traffic has increased beyond the point in which vehicles from a stopped minor approach can no longer safely and efficiently merge with vehicles on the main street or cross through an intersection. A warrant analysis is usually conducted as a second analysis step at this point to substantiate the need for a traffic signal based upon existing or forecast traffic volumes, pedestrian volumes,and/or roadway conditions. The signal warrants used for this analysis are based upon the recently revised (2000) methodologies of the Manual of Uniform Traffic Control Devices (MUTCD) by the U.S. Department of Transportation,Federal Highways Administration. There are now eight signal warrants defined by the MUTCD and they are listed as follows: • Warrant 1 —Eight-Hour Vehicular Volume, • Warrant 2—Four-Hour Vehicular Volume, • Warrant 3—Peak Hour, • Warrant 4—Pedestrian Volume, • Warrant 5—School Crossing, • Warrant 6—Coordinated Signal System, • Warrant 7—Crash Experience,and • Warrant 8—Roadway Network. The first three warrants are vehicle warrants that are based solely upon traffic conditions. Warrants 4 and 5 are used when pedestrian/school safety is of concern or when a signal is needed to promote pedestrian circulation. Warrants 6 and 8 are predominantly planning warrants used to promote vehicle mobility and circulation, thus increasing the efficiency of a roadway system. Warrant 7 is assessed at high accident locations as a means for reducing vehicle conflict through controlled traffic movements. Traffic data makes up the bulk of the information collected for this analysis (e.g., traffic volumes,intersection lane configurations). As such,Warrants 1,2,and 3 are the most The Transpo Group 1 01 329\01 329r1 brh.doc 6 Bozeman Home Depot January 2002 applicable for this analysis in assessing the need for a signal. As indicated,Warrant 1 is an eight-hour vehicle volumes warrant that is intended for application when a minor roadway approach(s) suffers excessive delays as the result of consistently high traffic volumes on either the major or minor roadway. The warrant is satisfied when traffic thresholds are met for one out of the three warrant conditions for an eight-hour period. Warrant 2 is intended for application in situations in which traffic is very high for at least four hours of the typical weekday(e.g.,peak hours). This is different from Warrant 8 because it assesses high traffic conditions over a shorter period of time versus lesser,but more consistent,volumes over a longer period. The thresholds for this warrant are higher than that of Warrant S. Warrant 3 is applied/tested when it is anticipated that side street traffic will suffer extreme delays in attempting to enter or cross a street because of the high traffic volumes associated with the peak hour(s). The criterion for Warrant 4 is higher than that of the other traffic warrants. The Transpo Group 1 Q1 329\01 3290 brh.doc 7 Bozeman Home Depot January 2002 Existing Conditions Two analysis conditions were developed based upon current AM,midday,and PM peak hour traffic counts. The existing conditions analysis describes the current operations of intersections along N 19th Avenue. The existing with-project conditions were developed to identify traffic operations with the addition of project trips. The analysis conditions are compared to identify project impacts with the existing conditions analysis and conclusions described in this section. Roadway System! As indicated, this traffic analysis primarily focuses upon the operation of intersections along the N 19th Avenue corridor between I-90 and Main Street. N 19th Avenue is a principal arterial with four lanes of traffic with designated turn-lanes at intersections between Main Street and Durston Road; five lanes of traffic (including a two-way,left-turn lane) between Durston Road and Baxter Lane;and three lanes of traffic (including a two-way left-turn lane) north of Baxter Lane to Interstate 90. The roadway offers the first opportunity to access the City of Bozeman from westbound I-90 and extends several miles north and south of the City into Gallatin County. The posted speed limit for the arterial ranges from 25 mph in/near the downtown area to 55 mph north of Baxter Lane. The project site is located east of N 19th Avenue between Tschache Lane and Baxter Lane. Access is proposed through a full ingress/egress driveway located across from Tschache Lane and a right-in/right-out driveway located approximately 500 feet to the north of Tschache Lane on 19th Avenue. The roadway is heavily utilized and supports up to 25,000 vehicles per day, depending upon location. There are five intersecting streets that are being focused upon as a part of this analysis. Valley Center Road is located directly south of I-90 and is classified as a principal arterial. The two-lane roadway serves as a part of the frontage road system for 1-90, then diverts into Gallatin County to the west. The arterial is recorded to support more than 1,500 vehicles, but these counts were conducted west of the Costco and Target developments and a much higher volume should be expected adjacent to N 19th Avenue. The arterial has a speed limit of 55 mph. Baxter Lane is a minor arterial that extends east from Gallatin County through Bozeman to the eastern City limits. The arterial has two lanes with a posted speed limit that varies between 25 and 35 mph. The project site is located just to the south of Baxter Lane on the west side of N 19th Avenue. There are no current daily traffic volumes available for Baxter Lane. Oak Street is a well-utilized arterial that supports up to 6,000 vehicles per day depending on location, and primarily extends from one end of the City to the other. This principal arterial has two lanes of travel west of N 191h Avenue and four lanes of travel to the east. Oak Street is another quickly developing retail arterial with a posted speed limit of 25 mph. There is a bike lane located along most of the arterial. Durston Road is a principal arterial that extends east from Gallatin County through Bozeman to the eastern City limits. The arterial has five lanes and supports up to 13,000 vehicles per day. The posted speed limit is 45 mph within the vicinity of N 19th Avenue. Durston Road is currently well developed,but there is some growth potential to the east in the County. Main Street is the primary east-west arterial for the City of Bozeman and supports more than 25,000 vehicles per day west of the downtown area. The principal arterial has five lanes The Transpo Group 101 329\01 .329r I brh.doc 8 Bozeman Home Depot January 2002 with a bike lane and a posted speed limit of 35 mph. The arterial connects directly to I-90 to the east, extends west into Gallatin County, and turns into 1-191,where it extends out of the County to the south. As such,Main Street is an arterial of importance to the City of Bozeman and to the State. As indicated, the analysis focuses on eight intersections along N 19th Avenue. They include the intersections of N 19th Avenue with the previously mentioned study arterials, the 1-90 eastbound and westbound on/off ramps, and Tschache Lane. The analysis will also address operations at the proposed project driveway north of Tschache Lane. A field visit was conducted to note the intersection geometries and traffic controls used as a component of the LOS analysis.The geometries and controls noted in the field are highlighted on Figure 3. Existing Traffic Volumes The traffic analysis focuses on the AM,midday,and PM peak hours of the typical weekday. These peak hours represent the highest periods of conflict between adjacent street traffic and site-generated trips. An analysis at these times should address most traffic conditions during the typical weekday. Turn movement counts were conducted in December 2001 prior to the Christmas holiday week. Counts during a holiday week represent atypical conditions and thus represent higher-than-average peak hour operating conditions, particularly in proximity to retail facilities. Morning counts were conducted at intersections along N 191h Avenue corridor 6:30 to 9:30 a.m.;midday counts were conducted between 11:00 a.m. and 1:00 p.m.;and evening counts were conducted between 3:30 and 6:30 p.m. The peak hours for each individual intersection during these respective periods were used in the technical analysis versus the utilization of consistent AM,midday, and PM peak hours for all intersections. This produces a reasonable,yet worst-case conservative analysis because the highest hour of capacity demand for each intersection is being studied within the corridor. Traffic volumes between intersections, as highlighted by Figure 4,Figure 5, and Figure 6,may not appear constant with this approach because traffic volumes on connecting arterials may peak at different times. Peak traffic for the entire intersection is being studied by this approach. Summary traffic volume worksheets for each intersection are provided in Section A of the Technical Appendix. Trip Generation Project trip generation was developed based upon the methodologies of the Institute of Transportation Engineers (ITE) Trip Generation Manual, 6th Edition. The ITE Trip Generation Manual is a nationally recognized and locally accepted method for determining trip generation for private and public developments. The manual is developed from surveys and studies conducted throughout the nation for a wide variety of commercial,industrial, institutional,residential, and recreational land uses. ITE Land Use 862 was used to identify trip generation for the Home Depot development. This land use describes the traffic characteristics for a Home Improvement Superstore which is defined by the ITE as "free-standing warehouse type facility with off-street parking that generally offers a wide variety of home improvement merchandise and customer services, and is open long hours up to seven days a week." Total project trips were determined for the typical weekday, and AM,midday, and PM peak hour for the proposed 113,351 SF home improvement store (including the building and the garden center). Project trips were then separated into trip components that better define the traffic characteristics of home improvement stores. The Transpo Group 1 01 329\01 329r 1 brh.doc 9 � ZZ � W y Q Y j EO ,W -� 1 �- LLI W -, -.L Qw X cn ZZ 11 �- W J _ Lt7 CD= BAXTER LN E Z F O `L H y TSCHACHE LN W � � W OAK 5T — a F- �Y O z3 O 0 DURSTON RD o V v 1 � N I � W C W a r �� � � aC f0 � Q Z m !� o~i N Z O~i p E W MAIN Si C7 N � � o J � o r cn Z� o O Gzl W �] Q „JI v uj o \ U r Q _� 0 o m o � ^wm lallJJ}�� rr Z W a, O N O ea b� 00 ✓yv to 71 ul ^ yfq cG§ Ld to N aQ M) O M� Q O 01 O C2, z �3T C �W Vy�1 } �►� EJAXIER IN E TSCNAC,HE W d co �co c! JI �► W OAK ST `In- d �� L ;9 N M� r+ M 1fr Z'Z LO NM O M N M OURSTON RD = I Y P, `pn ° N � M w 0. JALom_ P m Q �� J � L- � a W �M p� M ` C M o� ^-N 2 �f m rM O Z o '1 fpp r W MAIN ST Z , m F4 d O �Fm ^N N !V OO � y o _ rn o fsr Lbh cn pp to En M -'pn m �Z M m—) F� W � GDt" Z�r f-�� Z ate '`' — _ g O C N N La W U S _ Z W co � O N Cp 00 v CD p \W �/ y W a3 �� Lo L� \ cz Z m N N t0 O N N a O co r'= 6AX1'ER LN E U Z Fy- 00m ILU H TSCHACHE LN N n M w -) W OAK ST ui CD - N pn- �r M i-Q N 1 M M O f �' z3 c'Ln Ln w n N o 0 DURSTON RD a MV.-z N N wN Zlro I . Oa I + N w a r ZG nrnv W_I�AIN i z_ orn 117 0000 C MO U N O n J N zq 2 o N 2 X �MY MN �TI LU �'] A MM� d M p o Lj N N n r► z 3 ^I�W I z! No M_ .r Y O O o 0 \W M OI 00 C4 Z W 0)r,N 00 O M� i0 j r \ZW <J O r- O O N �N C"WF 00 N z m M O M Cli S C) T 0) O ZZ W N W J 1 Ln Q W � � 2 �M � } � f3AXfER_LN ECli — z� O � W 1� y TSCHACHE LN 00Ln M to J + 1.1 W OAK ST LU to �F O M-) `O z3 o cn� M DURSTON RD N CO I1- N 41 N ^N d l J W0 Go y1 10 Q O N� l� 07 Q Z N r N r =m E zo ��� _ W MAIN ST Zrn �f j E N v ao a,� c�-j— Ho fu �- rn 4Z o C i Y c TMO _� W 0 M N M M o \rr 0 0 J + �- N w� <N W) �N ^ Qto � N� T O-�� I I �N C,W C4 z 3 to N N Z n N o M o ^� T Bozeman Home Depot January 2002 Trip Components Not all of the trips generated by a commercial development are "new" trips to the project vicinity. Total trips must be divided into four components to fully understand their traffic impact characteristics. The determination of these trip components is dependent on the size and location of the development and the location of similar competing developments. The four trip components that make up the total driveway trip generation are pass-by, diverted, shared, and new trips. The trip components and their corresponding values are further defined below. Pass-By Trips A pass-by trip is already on the adjacent roadway network en route to another destination and makes an intermediate stop at a development because of a reminded need and/or because it is convenient. These trips do not have an impact to traffic operations beyond the site driveways because they are attracted from traffic on the adjacent roadway(s). Transpo has conducted pass-by studies specifically for Home Depots in similar communities in Washington State. The studies indicate that a pass-by rate between 25 and 35 percent can be utilized for a community such as Bozeman. As such,a conservative pass-by rate of 25 percent was used to determine the number of pass-by trips for this project. Diverted Trips A diverted trip is already on the vicinity roadway network en route to a similar development and is attracted to a development due convenience or a change in consumer preference. Diverted trips impact streets adjacent to a retail facility and turning movements at the site driveways. To ensure a conservative analysis of project impacts,all diverted trips were assigned as new trips to the street system. Shared Trips A shared trip is attracted to several retail/commercial destinations located upon the same property or located within close proximity of one another. The potential for shared trips with this development is high given existing retail developments across the street on N 19th Avenue and given the potential for an increase of additional retail/commercial development within the vicinity of the site. To further ensure a worse case analysis of traffic impacts,all shared trips were again assigned to the roadway system as new trips. New Trips A new trip is a single-purpose trip generated by the proposed center. New trips generally begin and end at home, although some new trips originate at work or other locations. For this study,new trips to the roadway network are estimated to account for approximately 75 percent of driveway trips. Table 3 provides a summary of trip generation for the project. Again note that diverted and shared trips were assigned to the roadway system as new trips and this produce a conservative,worse case analysis of project impacts. The Transpo Group 101 329\01 3290 hrh.doc 14 Bozeman Home Depot January 2002 Table 3 Summary of • • Generation MiddayAM Peak �. Hour Trips . . Hour Trips Home Depot 4,000 90 78 168 213 196 410 153 172 325 013,351 sf) Less Pass-By 1,000 21 21 42 51 51 102 41 41 82 (25%total of trips) Total New 3,000 69 57 126 162 145 307 112 131 243 As shown in Table 3, the proposed development would generate approximately 4,000 weekday trips, 168 AM peak hour trips,410 midday peak hour trips, and 308 PM peak hour trips. Approximately 25 percent of this traffic was assumed to be pass-by trips. This would leave approximately 3,000 daily trips, 126 AM peak hour trips, 307 midday peak hour trips, and 243 PM peak hour trips to impact the study area beyond the site driveways. Trip Distribution and Assignment Site-generated trips were distributed and assigned to the study area so that with-project traffic volumes could be developed for analysis. The distribution of project trips was based initially upon travel patterns identified through historical traffic counts. The patterns were then altered,as needed, to refine individual routes/approaches to and from the project site within the identified study area. In general,approximately 35 percent of site generated trips are anticipated from the north of the project site from I-90 Valley Center, and Baxter Lane and the remaining 65 percent of site generated trips are anticipated from the south from Oak Street,Durston Road,Main Street,and N 19th Avenue. As indicated,pass-by trips originate from adjacent street traffic. In this case,all pass-by trips were assumed to originate from N 19,h Avenue. The directional distribution of traffic on N 19,h Avenue varies during the peak hours. Approximately 65 percent of trips were assigned in the southbound direction and 35 percent in the northbound direction during the AM Peak hours. The directional distribution during the midday peak hour was relatively similar. As such,approximately 60 percent of pass-by trips were assigned in the northbound direction and 40-percent in the southbound direction during the midday and PM peak hours. Figure 7, Figure 8,and Figure 9 summarizes the distribution and assignment of site- generated trips to the study area during the peak hours. These trips were then added to base existing traffic volumes to produce the existing with-project traffic volumes shown on Figure 10,Figure 11, and Figure 12 for the morning,midday,and afternoon peak hours. Traffic Operations A LOS analysis was conducted for the existing and with-project conditions to forecast traffic operations and help identify project impacts. Project impacts are established by comparing without and with-project LOS. Table 4 provides a summary of LOS for the study intersections during the forecast peak hours. The Transpo Group 101 329\01 3290 brh.doc 15 C � M LW J^� J � � > U Lc) > O-► �O N� �p -) fr ZW MHO Z V1 ONO 0 W W J O-) k-p J p-► r0 �W 1 � fr O 4 �t00 Z J� � 3 O 2 U 00� r0 " 'l f r BAMR U _ - ZH Ali O VJ I'M \' LO K!N M! ZIr J + l► W OAK ST �O �► u z3 CDM�o cu Cl- DURSTON RDO � w E c rn Ln fO��D N N OM d La Z O-► �O T �p �3 �n �► o Z 0 Ip W MAIN `.)I. Z�j' MI W) N N o N o � O � o 19 W J � WZ 1 � n d 11 U Q VI py �O Q _rn O~f Q p� 1 0 Oa W M� L z3 ^Ip z�' COW N 0 0 O G C US O �O J O-► �O F W 00 I W Zm 1w( X 0 O ' o 0 rn N N O > nJ Lp Q W r-► mo -00 �. Q 10 1 0 ^''x' } BAXTER I" 1 Z� 'N O LU O I Lo ! Qf H Trr LN O n Lo \ w OAK 5T O �N O O 0 rn Q O� I p o U') M O �► d z3 CD,;0-�o oo o DURSTON RD E c rn Q xo po op � p x; m o 4 1T t I N zo 0C"0 W nlr. 51 N O o Q O 00 .fl- o Gd °1 0 o w a n N In IA ^ LL N O v 0 \ \� <�n � Lto m o—► r�o � 1T (/► _O m Z 3 1 I Z ^LnN O O 0 0 RX ,Ld JNl >U Q j> p_► � Q> ZW04 I�t00 ZN Or00 co N O 0LLJ pO S C t0� r0 �W _m 1 } r CAD 0 IN IO >J b-) 1 �O Lf7 Q W N�' � FS-Q 1 0 f r BAXTER I" U - LU ZH pprNO C" y C LN �. o .J 1, w OAK ST Q N O-► M ul O �fr Y Z 3 O co O o d DURSTDN RD .-- O c VV� MM�2 tV rn wO �CLIm J � Q o �p Q _ rn� p� jo T rn3 r� �fr � � f N zc ono W ��'; ,� M � N o d V � Y O� O o S C) d (7 M/2M 0 L V p� tip 01 Q O� I p O W Z 3 , to z W)ern I rn O O I!' M O G C O C" LU z 3� a W n-) U LLJ N ~O N� Z W O co N \ Z V l to cC�N Lf) �J A m ca4 �YIgCF'PO W Fcn w Z m m to r� to N O/M O M Q 10 rn ^O _ Z ^Oa Ico Q 3 C4 = N)-► r�M I.-Q C4 / M CD_ f BAXTER LN E U Z� C"NNM O MLU �\T H TSCHACHE LN MT M^ cn aoI l► W OAK ST _ N —DO O Z 3 N m M Y 2 M N IO O cu d Q DURSTON RD ' a M N O O E O O M M M a >� �� `O O, �� Q� �M fa Z M N om m O F o Lo rh ^ z� 3 -M !I m f W MAIN SiSI rn f O^ Z C `C N co _ ..,, Z I M M a N AV �r cn �� Y W. xx C M O T P^ v J� )oo 0 En cn m � C"W M a —� ,► cn rn z3 ^I rl f IW zM co ! n \�J O o o: Lr) co n J00 UA U Q �J �cn Q j O� ZW 1n V ZN N N O v��f 00 O ry� Ln 00 N \W 04 �c 0,W Z m co N 00 0D O �OI Lf7 6 0 N 910 lo— cn= BAX(ER LN E NUN Z F- N n CI OCL W LU � y TSCHACHE LN Ln v �- W OAK ST Q N 001-a cn O z 3 "v ILn a O cn 0004 � M � DURSTON RD ' v E �0rn N (nLn wo >d' a Z O-► � O] r r o W MAIN Si N ZC lu InMco Z I Mr- d N 00 N N �� O o r it pl 'Zip o w M IL C3 W 00 r�M ~W O� _ O a z 3 r_ Ico z i to Ino M O , 0 0 � op0p ppoi W M� 00 Z LLJ Z W WMN Z(n cc 00 v f_N LLI M 1 O ^^ Q O HT Q) O � 00 co, 00 �'�� _ usa <rM BAXTER LN E Z �00 LA Cl! 16U y TSCHACHE LN �N tn0 J �► _ W OAK `i O �r r Y ^ �� /►1 0 M i rno �� I o Z3 10000 = O Ln W Y f0 M � a a DURSTON RD a� ern nv N 00 N d j J _ W O C" Q W J (J a Z -10 Cn a m O 2 Ln 0 ' rn ` ts zc voL ^ W MAIN Si Z i �o 2 bA t'n o c co C 1J + W) b "I LN ^ a; NJ Oj rn O Cl C4 z3 to� z— wM I� N n M O ^^ T O Bozeman Home Depot January 2002 Table 4 Existing Peak Hour LOS and Delaysi ExistingBase Condition Intersection WB 1-90 Ramp/N 1911 Ave A 8.5 B 10.0 B 11.8 EB 1-90 Ramp/N 1911 Ave C 15.5 B 10.2 B 11.7 Valley Center Rd/N 1911 Ave C 29.4 B 14.1 B 19.2 Baxter Ln/N 191h Ave A 3.9 A 5.6 A 6.4 Tschache Ln/N 19"Ave C 16.0 D 31.7 F 69.5 Oak St/N 1911 Ave B 12.9 C 26.7 C 35.0 Durston Rd/N 1911 Ave C 22.3 C 22.0 C 33.6 Main St/N 191h Ave B 15.4 C 32.4 C 33.1 Existing With-Project Condition ... Intersection 11111MO WB 1-90 Ramp/N 1911 Ave A 8.6 B 10.3 B 14.4 EB 1-90 Ramp/N 1911 Ave C 16.1 B 10.5 B 12.1 Valley Center Rd/N 191h Ave C 31.4 B 16.9 C 22.3 Baxter Ln/N 19`h Ave A 3.9 A 5.7 A 6.5 Project Drive/N 191h Ave B 12.9 B 12.9 B 12.6 Tschache Ln/N 1911 Ave F 50.8 F >1000 F 535.5 (With a Traffic Signal)' (B) (12.9) (B) (12.4) (B) (11.3) Oak St/N 19"Ave B 13.1 C 28.5 D 38.2 Durston Rd/N 1911 Ave C 22.8 C 24.3 D 36.5 Main St/N 191h Ave B 15.5 C 34.6 D 36.1 2, Movement or Approach Average Vehicle Delay 3. Traffic signal assumed with left-turn lanes on all a4)Rroaches- As indicated in Table 4,LOS D is the minimum threshold for intersection operations along the N 19th Avenue corridor. The traffic operations analysis indicates that all intersections operate acceptably and would continue to operate acceptably during the peak hours with the exception of the intersection of Tschache Lane/N 19th Avenue. As described in the next section,a traffic signal would be warranted at the intersection with the addition of project traffic. As shown,a signal would improve traffic operations to LOS B or higher for each of the peak hours. LOS summary worksheets are provided in Section B of the Technical Appendix. Signal Warrant Analysis A signal warrant analysis was conducted based upon base existing and with-project traffic volumes for the intersection of Tschache Lane/N 19th Avenue. As described, the NWTCD warrant analysis provides the second step in identifying the need for a signal after The Transpo Group 101 329\01 3290 brh.doc 22 Bozeman Home Depot _ _ January 2002 unacceptable conditions (LOS) have been established and/or are projected for an intersection. A typical weekday traffic count was available for N 19th Avenue directly north of Oak Street, which is within the vicinity of the project site. The counts were almost two years old (collected in July 2000). As such, a 4 percent annual growth rate was applied to the hourly counts to generate volumes that represent current conditions. City and State staff recommended this growth rate. Site generated trips were then factored into these volumes to represent existing with-project conditions. A comparison of existing and existing with-project traffic volumes with traffic thresholds indicates that none of the vehicle volume warrants would be satisfied based upon existing traffic volumes only. The addition of project traffic on the proposed western leg of the intersection will be sufficient to satisfy all three MUTCD traffic volume warrants,indicating that there will be a need for a traffic signal to help reduce vehicle conflicts and promote safety at the intersection. A summary of signal warrant criteria, a breakdown of hourly traffic volumes, and the comparison of traffic with the criteria for each of the vehicular warrants is provided in Section C of the Technical Appendix. The capacity for the intersection would be maximized if protected-permitted phasing were allowed on all intersection approaches. This intersection would have to be reconstructed with designated left-turn lanes to allow for this improvement. A two-way left-turn lane is provided on N. 19th Avenue and can be reconfigured at the intersection to provide designated left-turns. A left-turn lane can be constructed on the west leg(eastbound approach) of the intersection as the site is developed, and the east leg (westbound approach) would have to be reconstructed to allow this movement. Safety Analysis Accident data was obtained so that traffic safety conditions could be evaluated for N 19th Avenue. MOT provided collision data for the study area intersections between January 1999 and December 2001. A current three-year analysis period is typically evaluated in a safety analysis because it provides a sufficient timeframe in which to establish accident trends and identify potential safety issues. A high accident location (HAL) is typically identified in two steps. First, the collision history is examined to assess whether an intersection is experiencing an unusually high number of accidents. An intersection that experiences ten or more accidents per year is typically recommended for further evaluation. Next, the number of accidents per million entering vehicles (MEV) is calculated for the intersection. An intersection that experiences less than 1.0 accident per MEV is typically not recommended for further evaluation. An intersection that experiences between 1.00 and 2.00 accidents per MEV is typically identified as a potential HAL, and is recommended for further evaluation when additional collision data is available;although,no improvements are typically recommended at this time. An intersection that experiences a rate of greater than 2.00 accidents per MEV is typically considered an HAL and safety improvements are typically recommended. Table 5 provides a summary of collision data for the study area intersections from January 1999 to December 2001. As shown in Table 5, only the intersections of Oak Street/N 19th Avenue and Main Street/N 191h Avenue currently average greater than 10-accidents per year within the corridor section studied. The rates for these intersections were calculated and neither The Transpo Group 101 329\01 329r1 hrh.doc 23 Bozeman Home Depot ,January 2002 exceeds 1.0 accident per MEV. This indicates that there are currently no HAT,within the corridor. The intersection of Oak Street/N 191h Avenue does have an accident rate of 1.0 accident per MEV and is consistently experiencing a greater number of accidents per year. It would be appropriate for the MDT and/or the City to monitor collisions at this location given these trends;although, conditions again indicate that the intersection is currently not a HAL. Table 5 Summary of N 1911, Avenue Collision Data Collision Average Accident • Per Year Rate' WB 1-90 Ramp 4 2 5 3.7 0.7 EB 1-90 Ramp 3 2 2 2.3 0.4 Valley Center Rd 1 3 1 1.7 0.2 Baxter Ln 6 10 4 6.7 0.6 Tschache Ln 0 0 2 0.7 0.1 Oak St 6 13 18 12.3 1.0 Durston Rd 12 10 5 9.0 0.7 Main St 11 12 18 13.7 0.8 The Transpo Group 101 329\01 329r1 hrh.doc 24 Bozeman Home Depot_ January 2002 Future 2003 Conditions The future 2003 analysis conditions forecast traffic operations with the completion/opening of the Home Depot project. The future 2003 without- and with-project analyses can be compared to identify the impacts of the project, or can be compared with the existing conditions as a frame of reference. Roadway Network The Statewide Transportation Improvement Program (STIP) lists potential transportation improvements for the State of Montana for 2002 to 2004. The STIP indicates signals are planned for the ramp intersections of N 191h Avenue with I-90. The signals are currently in the design/engineering phase of development;which means they have the potential to be constructed at the end of the 2002-to-2004 STIP period if funds are still available, or have the potential to be prioritized for construction by the 2004-to-2006 STIP. Regardless, these signals have not been included in the future conditions analysis because they represent an improvement of operations on the ramps that are not likely to occur until after the construction of this project. No other improvements are listed by the STIP or have been identified by City or State staff for the area. As such, the future conditions analysis has been conducted based upon existing geometrical and control conditions with the exception of the Tschache Lane/N 191h Avenue intersection. A signal is warranted based with the addition of site-generated trips and this signal has been included into the future 2003 with-project analysis. Traffic volumes will be higher in 2003 than with the existing conditions;therefore, no warrant analysis was conducted for the 2003 with-project traffic conditions. Traffic Volumes Traffic has increased steadily along the N 19th Avenue Corridor. At the recommendation of the City and the State,a 4-percent annual growth rate was applied to existing traffic counts to generate base 2003 with-project traffic counts. Four other potential developments have been planned along or near the N 19th Avenue corridor. As with Stoneridge Square,most of these developments are planned in phases that are likely to be constructed throughout the course of several years. Based upon correspondence with City staff, only one of these projects,Baxter Meadows,has obtained a building permit for an initial phase of construction; the other projects,including Stoneridge Square (outside of the Home Depot development), have yet to petition for a building permit. As such,it is unlikely that these projects, or even the initial phases of these developments, could be constructed prior to the completion and opening of the Home Depot development. However, to produce a worst-case analysis, the traffic generated by initial phases of these developments was estimated and combined with base 2003 traffic volumes to generate the future 2003 without-project traffic volumes shown on Figure 13,Figure 14, and Figure 15 for the peak hours. It should be noted that these traffic volumes result in a 6- to 7-percent annual growth rate increase over existing traffic volumes, thus further producing a conservative,yet reasonable,worst-case analysis. Section D of the Technical Appendix provides a summary of traffic for these projects. The following describes the potential developments included into the analysis. The Transpo Group 1 01329\01 329r1 f.rrh.doc 25 C w o^o = J� �\W Ln >U Do Q F C) � I I 1 /-f � rnQ Z W O N N M Oco OCN ~ ''T ur W) /P >W Ln-) � �� O �W N� 1} / �"^ Zm MM� 60 O � L!! Q O � O UY^O �3 Ln-) L� = u)—► —Ln S U tn-) -Ln = BAXfER LN E U _ Z n Ln o� O W H y TSCHACHE LN Ln o Ln C �"i W Ln + l► o W OAK ST Q N O O = �► M z 3 �LIw Q N M N E O DURSTON RD j oLn�o ^I a CDN� �n s Q Z �0-► �" � m p, M `,n 3 r� 0 W MAIN SI C7' L N zo 0Ln0 N O O rl M o 00 o M sC oNO ON N N K 0 W U2 1� �1 O W Q C) O n QN O ^ l.Of Cl a� N nLn -m M M W Lo 00 n mot I ^c / ?I) f I rn z3 LoC44m Z- n� La o M o 04^ 0 G d' W N2 \W N O M -) f I Z W T q N N N co CO /7 CD 0 m M!0 p \W J11,- LC) u Z LCI �� O r 2� N O O N cn W to " co Cltr UD 0 �o Lr)0)� z LAJ F=-Q Lr)� �N r'= BAXfER LN E NU Z N O^M Lo O y TSCHACHE LN O un n M3. J + �► W OAK ST = \ Oca Y O - r a F-Y ^ ^� I M CM A O Z3 000 0 O v 2 DURSTON RD j V OOO O HE 00 00 O Co f0 co N N N d La M0 /J g s� \< J t c M NJ �� col > Ot .N I= Q Z C4 ► �r-0) a m ct � `O z o �,�o W RUIN ST =o, �I ; r N .- to o W N N � oo � cp CD 0 5 lL n M M M v W M Of W< to `` n > CD Q J O 0 0 I N^ p W CD C I I m O N � rn Z3 u90M Z I C 'r, N Y7� O u)�Lr)to O C 0 W �tn� H LU Z >U �� —N "'�'1 t r-f Z W 00 N N�go 00 ?J co o n 'aT WW to u'J �\ Q Z 000-) �O L \ ~W Nc, to Zm NM� OLCi Q rn uO rn N WJ to a W tn� UO ul), _ to—► Ln H Q t1')�r 1 BAXU LN C U Z 1y- O N O � W H y TSCHACHE LN o Ln 0000 v w Cl 'J 1 l' o W OAK ST _ Q N N-� -t0 S �_11 /�r0 Zfa o O I � 10 O ^O d M h t1J E DURSTON RD j Lo 0000000 NN Nanrn N F J LQj 0 WQ JI La C14Ic o d S O N N O N =3 N d co O r W MAIN S I �' ZO tn N01 % _ - Z— torn � N � O O M W o po o �.a J 0 u' w ti 0) OD M CD u K1 \FF to + + N \� 4 } o <N to M� LO O M rn 0- �^Ln to 0 Bozeman Home Depot January 2002 • Stoneridge Square is a large multi-purpose development proposed west of N 191h Avenue between Durston Road and Baxter Lane. The project is proposed to support more than 350,000 sf of commercial, office, and retail development, and the Home Depot would be considered an initial phase of construction. The trip assignments for this project were obtained from the TIA conducted by Morrison- Maierle,Inc. in November 1997. • Gallatin Center/Cattail Creek is proposed south of Valley Center Road and is anticipated to support up to 400,000 sf of commercial, office,and retail development and just fewer than 2,000 single and multi-family dwelling units. The trips assignments for this project were identified by the TIA conducted by Kimley- Horn Associates, Inc. in July 2000. • Baxter Meadows is a proposed residential and light commercial development proposed north of Baxter Lane approximately 1 mile west of N 19th Avenue. This project is anticipated to support up to 1,000 units of single- and multi-family housing and may provide up to 100,000 sf of commercial/retail development for the residential development. A building permit has been obtained for an initial phase of development consisting of just more than 100 single-family units. • Tschache Lane Development. A box retail store is anticipated on Tschache Lane east of N 191h Avenue. Currently, the project is planned to provide similar services to that of the Home Depot and the same number of trips were assumed for the potential project and assigned to the study area. Site-generated trips were then combined with future 2003 without-project traffic volumes to produce the future 2003 with-project traffic volumes summarized on Figure 16,Figure 17, and Figure 18. Traffic Operations An LOS analysis was conducted for the future 2003 without and with-project conditions to forecast traffic operations and help identify project impacts. Table 6 provides a summary of the levels of service for the study intersections during the forecast peak hours. As shown in Table 6,most study intersections will operate acceptably under forecast 2003 without-project conditions. The intersection of Tschache Lane/N 19rh Avenue will operate at LOS F during all peak hours under the forecast without-project condition. This will be corrected with the construction of the signal, as warranted, even with the addition of project trips upon a 4,h leg to the intersection. The intersection of N 191h Avenue with the WB I-90 ramp is anticipated to operate at unacceptable LOS during the forecast PM peak hours without project traffic. This occurs because of the conflict between the critical westbound left-turn movement and traffic during the home-bound commute. As noted previously,the local STIP program indicates that this intersection is scheduled for signalization in the near future (within 6 years) and this improvement will improve the LOS at the intersection to acceptable levels. The operation of the ramp intersection has been projected to degrade in the near future due to the improvement being prioritized on the STIR Thus, since the operational deficiency at the intersection is a pre-existing condition, the Home Depot project should have no specific responsibility for implementing that improvement. The Transpo Group 1 01 329\01 329r I brh.doc 29 cz o � oaoo � 0 ui Z yI W Lr)-) G Q Uco ��� 4 (� y0,1 I I FN -r N� Z W W)M N Z N Ln M M O 00 0 N O � ti uoi M >W LO CcM� _Lr) W CO-) _m 1 ! OM� LC� 4 x p _ o') toCto z >� MJ�I k_Ln .� r'= W(H LN E U T zr Ngo0 1J\ OtoF- cn y \ TSCHACHE LN 0 O M ^�J + LLeM•i W OAK 5T f L M� O O cu z3 Ln wc0vumi a O �N � M Q O DUR5TON RD E o 10^LO N N EF O JAL a �CLwo La J Z �o �g m o Mw� ^ ^ �3 �Lntn cc o z c tol0 _W MAIN ST Z c' } CN N O N O o O V_ Y bA 7 a to�to O O GZI LL v] Z N N�N v o n- _coo a o le) W L O m z3 �,af r M N O O o 0 o gn W N Ln "00/ <U ^� �o a 01� 1 1-0 Z W NO Im LfI M V) M 1f) O M Q' G�(. A lqr c"OII Off M 9 Ln `O _� N �WN r-to C14 cc OLo �o N O"i Lf)) Q W Lo = n� f—ao T= n, I N U BAXTER LN E Z� or Cli W C" H y \ TSCHACHE LN 1M N Ln CO- YY OAK 51 LLA F 2 Lr) ^-) 1 " M a) O �► z3 � N ry O �M � M � N DURSTON RD E - — o �Z4 RV En LnN V CL W O T " W C. H Z C14 �Of m N O cm(nz �3 o L N z c Lnen opi W MAIN ST z W rn ,- N p� N N [� o O � O iJ Lr) CM 0 Oj MM N o N Wr -) L O W� " n Q N p M� �N O Q ^� I _oi 000� -n c� O=~f a 001�� t r�N O W �� t r n N m z3 NNM z ! � N 0 C tY0Q' 'Od tN00 �O^f N t19 Z W ��./ + l.�N LO U C� J me W M� f ZW �;0-N Zfn LO co O N�� O 00 U �ZW <J 119 00 �O t() Z _ N_ '-N rtD t0 1�W O t0 f r' Zm NCON cm t0 t0 LO OI.R! 6 t» N O!�1 LO Z uj LO a= UO LO BARTER LN E Cl 04 Icn y \ TSCMCFIE LN t0 N Nto n� _) } 1. W OAK ST uj N r L O n M Y (O z3 �'� F a to cu DURSTON RD E 7 M N M O n tJ CA N W N N NII > d 1 t0 O CE to W)-) �UN O Q J UO = M-► Ct m N N tG t(o� , -faoo zc to cN W MAIN Sl Z" rlN (V N 119 Ln OI O cn Coco O � O N M a v ,Jul. toco ui Q Ln �N M Q m NJ / �Os �W M� � Y3 n �Of rn z3 Cl ) M =� W� M o � o T O Bozeman Home Depot January 2002 Table 6 Future 2003 Peak Hour LOSDelays 2003Future Intersection WB 1-90 Ramp/N 1911 Ave A 8.6 B 10.9 F 58.7 EB 1-90 Ramp/N 191h Ave C 22.2 B 11.4 B 13.7 Valley Center Rd/N 191h Ave D 49.4 C 26.4 D 35.3 Baxter Ln/N 19`h Ave A 4.6 A 6.1 A 6.8 Tschache Ln/N 191h Ave F 49.2 F 159.3 F 247.1 (without signal) Oak St/N 1911 Ave B 15.3 C 31.1 D 49.1 Durston Rd/N 1911 Ave C 25.6 C 27.6 D 44.5 Main St/N 19`h Ave B 16.7 D 43.6 D 45.0 Future 00 .ject With-Project Condition Intersection WB 1-90 Ramp/N 1911 Ave A 8.9 B 12.0 F 116.5 EB 1-90 Ramp/N 191h Ave C 23.1 B 11.9 B 14.4 Valley Center Rd/N 191h Ave D 51.0 C 31.2 D 39.7 Baxter Ln/N 191h Ave A 4.6 A 6.2 A 7.0 Project Drive/N 19'h Ave B 13.8 B 13.8 C 16.0 Tschache Ln/N 1911 Ave A 6.7 B 15.8 B 12.2 (with traffic signal)' Oak St/N 1911 Ave B 15.9 D 37.2 D 52.2 Durston Rd/N 191h Ave C 27.2 C 32.2 D 54.1 Main St/N 191h Ave B 17.8 D 46.4 D 48.9 I. Level of Service 2. Movement or Approach Avei age Vehicle Delay 3. Traffic signal assumed with left-turn lanes on all .p . Forecast 2014 Condition The City of Bozeman requests that development improvement/mitigations provide adequate LOS for a minimum of 12 years following the completion of the improvement. As such,a 2014 analysis was conducted to determine whether acceptable operations could be maintained at the intersection of Tschache Lane/N 19th Avenue with a signal after the 2002/2003 opening of the Home Depot. Base 2014 traffic volumes were developed for the intersection based upon a 4-percent annual growth rate that was applied to existing traffic volumes. Approximately 50-percent of traffic from the proposed pipeline projects and the traffic generated by the Home Depot were then combined with base volumes to generate forecast 2014 traffic volumes for the AM,midday, and PM peak hours. These traffic volumes resulted in a 6- to 7-percent annual The Transpo Group 1 01329\01 329rl brh.doc 33 Bozeman Home Depot January 2002 growth rate increase over existing traffic volumes,thus continuing the conservative analysis of growth on N 19th Avenue. A LOS analysis indicates that the intersection could operate acceptably through forecast year 2014 so long as minor approaches have turn lanes with-protective-permissive phasing, as consistent with existing signals within the N 19th Avenue corridor. Section E of the Technical Appendix provides a summary of 2014 traffic volumes for the intersection of Tschache Lane/N 19th Avenue. Right Turn Warrants MDT De ign Manual(December 2000) indicates that a right-turn taper or lane should be considered at an intersection or driveway when right-turns exceed 40 vehicles on a four-lane roadway with more than 1,200 vehicles operating within the corresponding approach. It is anticipated that these thresholds will be completely met under the 2014 conditions. The intersection of Tschache Lane/N 19th Avenue will provide access to existing and proposed developments on either side of N. 19th Avenue. It has been established that a signal would be warranted with the development of these projects. It is anticipated that the criteria for a southbound right turn lane would also be met sometime after the 2003 analysis condition because of the increase of site generated trips to the Home Depot and Stoneridge Square developments. As such,it is recommended that a southbound right-turn lane be constructed with the signal and left-turn lanes improvements to Tschache Lane/N 19th Avenue so that appropriate capacity can be provided. The right turn lane would increase capacity for the entire intersection by removing turning vehicles from through traffic. This allows for the quicker progression of through traffic,which in turn allows an actuated signal to dedicate additional cycle time to other movements. The right turn lane would also potentially help to reduce rear end collision accidents. The northern site driveway is proposed to provide right-in,right-out access. The need for a right turn lane is not as substantial because traffic at this driveway(between 20 and 60 trips per hour) is primarily anticipated to access the Home Depot site only. The intersection of Tschache Lane/N. 19th Avenue will provide the clearest and most direct access to Stoneridge Square,making it unlikely that traffic will cut through the Home Depot site because it will be less convenient. Either a large turning radius and/or right-turn taper should be sufficient to accommodate project traffic at this driveway. Heavy vehicles assess to the site is planned from the intersection of Tschache Lane/N. 19th Avenue, so this access does not need to be designed to accommodate larger vehicles. The driveway is currently been designed with a 45-foot radius and will have an island that restricts left-turn and through movements. It should be noted,however, that a right-turn lane might be needed if other commercial/retail pads are provided with direct access to the driveway. It is recommended that MTD lane warrants be reevaluated in the event that this were to occur. Cost Allocations The signal will be needed to mitigate the impact of site-generated trips upon N 19th Avenue, but other retail developments will benefit from the improvement of an enhanced access. It is anticipated that MDT and the City will require that the signal be constructed prior to the completion/opening of this project. As such, the Home Depot will likely have to absorb the design and engineering costs for the signal,initially,but it is anticipated that the City and The Transpo Group 1 01 329\01 32911 hrh,doc 34 Bozeman Home Depot January 2002 State will help the development recoup these costs as other developments petition for a building permit. Future developments within Stoneridge Square, the Home Depot, and the box retail store on the on Tschache Lane are all anticipated to benefit from an approved access. It anticipated that these developments,when fully constructed,would collectively generate just more than 1,000 trips during the forecast peak hours. The Home Depot would make up approximately 30 percent of these trips, and it would be expected that they could recoup 70 percent of costs, as other developments are condition to contribute to this signal. Similarly,a southbound right-turn lane would also enhance the intersection of Tschache Lane/N 19th Avenue and would provide the most benefit to the Home Depot development and Stoneridge Square. More than 100 trips are anticipated to utilize this lane with the Home Depot making up approximately 25 percent of this traffic. Home Depot should be able to recoup the costs of design and construction as other developments are issued building permits. The turn radius or taper at the northern project driveway should be provided at the expense of the Home Depot. No other development traffic is anticipated to utilize the driveway other than those associated with the Home Depot. A right-turn lane may be warranted in the future if other commercial/retail developments are allowed direct access to this driveway. It would be anticipated,however, that the Home Depot would not be responsible for any of the costs of this improvement,if it were to occur. The Transpo Group 101 329\01 329r1 hrh.cloc 35 Bozeman Home Depot January 2002 Summary and Conclusions The 113,351-sf Home Depot development will generate approximately 4,000 weekday trips, 168 AM peak hour trips,410 midday peak hour trips, and 325 PM peak hour trips. Approximately 25 percent of these trips are considered to be pass-by trips,which only have an impact to site driveways. The remaining traffic was distributed to the study area for analysis. An LOS analysis indicates that intersections within the N 19th Avenue corridor will maintain acceptable traffic operations with the completion of the project in 2002/2003. The intersection of Tschache Lane/N 19th Avenue will require a signal to mitigate the impact of site-generated trips upon the corridor. The need for this signal can be established based upon with project conditions through an examination of intersection operations (LOS) analysis and by the signal warrants methodologies of the MUTCD. The signal will help preserve mobility along N 191h Avenue and will promote safety by reducing the potential for vehicle conflicts. Trips from the Home Depot project are anticipated to make up 30 percent of the traffic benefiting from the signal at Tschache Lane. As such,it is anticipated that the Home Depot will recoup 70 percent of the engineering and construction costs for this signal from the other developments as they obtain building permits. As identified in the local STIP, the westbound ramp intersection of N 19th Avenue and I-90 is anticipated to operate at deficient level of service without the Home Depot project. The STIP program indicates that this intersection is scheduled for signalization within the next six years and this improvement will correct the LOS deficiency. The operational deficiency at the intersection is a pre-existing condition. Thus, the Home Depot project should have no specific responsibility for implementing that improvement. A southbound right-turn lane should be considered at the intersection of Tschache Lane/N 19th Avenue. The lane meets MDT De ign Manual thresholds based upon future conditions and would provide further capacity to the intersection, thus improving operational conditions for potential signal. Home Depot would install the lane,initially, and the costs would be reimbursed as other developments obtain building permits. The Home Depot makes up approximately 25 percent of projected trips in this movement. A southbound right-turn radius and/or taper should be provided at the northern project driveway. A 45-foot radius with an island that restricts left-turn and through movements is currently planned for construction and this should be sufficient to accommodate normal vehicle traffic. The Home Depot would be solely responsible for this improvement. This analysis indicates that the Home Depot project in Bozeman can be constructed with minimal impacts to the surrounding street system. To provide safe and efficient operations along N 191h Avenue and at Tschache Lane,a traffic signal is warranted and a right-turn lane recommended with the construction of the project. The costs for the signal can be fairly distributed to other developments within the area as they are permitted for construction,but this would rely upon the City and States willingness to condition impacts fees as a condition approval. The Transpo Group 101329\01 329r 1 brh.doc 36 Technical Appendix Appendix A Existing Peak Hour Traffic Count Summaries Intersection: 19th AveMB 1-90 Ramp Date: 20-Dec-01 Project: 01329.00 Time: 7:30 AM City: City of Bozeman Analysist: Transoo N-sstreet: 19th Avenue IN OUT Q, 449 2% 164 E 436 a CD � 1 0 o Ca co j�" OUT 142 0 �— 37 68 IN 3.1 #DIV101 0 o ~— 0 F 12°/a IN 0 0 _i �— 31 0 OUT r 129 0 127 Total PHF: 0.90 467 0% 256 Total Trucks: 0 OUT IN _ Total Entering: 773 3 N-s street: 19th Avenue 3 W W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 44 30 0 0 106 3 0 0 0 9 0 6 198 15-30 37 33 0 0 119 4 0 0 0 6 0 15 214 30-45 21 26 0 0 120 3 0 0 0 6 0 4 180 45-60 27 38 0 0 91 3 0 0 0 10 0 12 181 Total 129 127 0 0 436 13 0 0 0 31 0 37 773 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 44 30 105 3 7 5 194 15-30 37 32 118 4 6 15 212 30-45 21 26 119 6 4 176 45-60 27 38 90 2 5 12 174 Total 129 126 0 0 432 9 0 0 0 24 0 36 756 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 1 2 1 4 15-30 1 1 2 30-45 1 3 4 45-60 1 1 5 7 Total 0 1 0 0 4 4 0 0 0 7 0 1 17 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th AveIWB 1-90 Ramp Date: 20-Dec-01 Project: 01329.00 Time: 12:00 PM City: City of Bozeman Analysist: Trans o N-S Street: 19th Avenue IN OUT Q, 264 3% 302 C 258 o 6 1 0Co a ir. OUT 236 0 L 39 152 IN 3: #DIV101 0 0 7% IN 0 0 _i 113 0 OUT r 230 0 263 Total PHF: 0.89 371 [:I%] 493 Total Trucks: 0 OUT IN Total Entering: 909 y 3 N-S Street: 19th Avenue w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 49 76 0 0 81 0 0 0 0 31 0 18 255 15-30 59 80 0 0 50 2 0 0 0 39 0 11 241 30-45 51 52 0 0 57 1 0 0 0 20 0 5 186 45-60 71 55 0 0 70 3 0 0 0 23 0 5 227 Total 230 263 0 0 258 6 0 0 0 113 0 39 909 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 47 72 81 0 26 18 244 15-30 56 76 47 2 37 11 229 30-45 48 51 57 1 18 5 180 45-60 68 52 67 2 23 3 215 Total 219 251 0 0 252 5 0 0 0 104 0 37 868 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 2 4 0 1 0 5 0 11 15-30 3 4 3 0 2 0 12 30-45 3 1 0 0 2 0 6 45-60 3 3 3 1 0 2 12 Total 11 12 0 0 6 1 0 0 0 9 0 2 41 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave,NVB 1-90 Ramp Date: 20-Dec-01 Project: 01329.00 Time: 4:30 PlO City: Cityof Bozeman Analysist: Trans o N•s street.. 19t1i Avenue IN OUT E 258H 437 a 241 c 0 17, I , 0 rn 7 + 0 rn Co co OUT 433 0 �— 74 199 IN 3: #DIVI01 0 —� ~ 0 4% IN 0 0 _i t� 125 0 OUT r 416 0 363 Total PHF: 0.96 366 1% 779 Total Trucks: 0 OUT IN Total Entering: 1236 N•s street: 19th Avenue 3 w W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 85 89 0 0 56 4 0 0 0 41 0 19 294 15-30 102 89 0 0 68 4 0 0 0 30 0 11 304 30-45 117 94 0 0 52 4 0 0 0 30 0 18 315 45-60 112 91 0 0 65 5 0 0 0 24 0 26 323 Total 416 363 0 0 241 17 0 0 0 125 0 74 1236 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 84 87 53 4 36 19 283 15-30 99 87 67 3 29 '1 296 30-45 117 94 52 4 29 13 314 45-60 111 91 65 5 24 25 321 Total 411 359 0 0 237 16 0 0 0 118 0 73 1214 Heavy Vehicles NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 1 2 3 0 5 0 11 15-30 3 2 1 1 1 0 8 30-45 0 0 0 1 0 1 45-60 1 0 0 0 0 1 2 Total 5 4 0 0 4 1 0 0 0 7 0 1 22 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/EB 1-90 Ramp Date: 20-Dec- 11 Project: 0132900 Time: 7:30 AM City: City of Bozeman Analysist: Transpo N-S Street: 19th Avenue IN OUT a 479 2% 257 a E 369 Cu + m � I 1 L;oCp m on OUT 0 15 -� 0 0 IN w 3% 0 0 ♦— 0 #DIV/0! IN 360 345 _i f— 0 204 OUT f"l F* 0 94 242 Total PHF: 0.81 714 M336 Total Trucks: 0 OUTIN Total Entering: 1175 05 3 N-sstreet: 19th Avenue 3 w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 70 24 21 92 0 1 0 78 0 0 0 286 15-30 0 65 30 32 102 0 5 0 128 0 0 0 362 30-45 0 43 20 27 97 0 6 0 63 0 0 0 256 45-60 0 64 20 30 78 0 3 0 76 0 0 0 271 Total 0 242 94 110 369 0 15 0 345 0 0 0 1175 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 70 23 21 89 1 78 282 15-30 65 28 32 101 4 126 356 30-45 42 19 27 96 6 62 252 45-60 64 14 28 74 3 71 254 Total 0 241 84 108 360 0 14 0 337 0 0 0 1144 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 1 3 0 0 4 15-30 0 2 1 1 2 6 30-45 1 1 1 0 1 4 45-60 0 6 2 4 0 5 17 Total 0 1 10 2 9 0 1 0 8 0 0 0 31 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19thAve/EB 1-90 Ramp Date: 20-Dec-01 Project: 01329.00 Time: 11:30 AM City: City of Bozeman Analysist: Trans o N-s street: 19th Avenue IN OUT a 376H 485 a E 334 CD 0 42 CD 1 LU m Co OUT 0 14 —� 0 0 IN w 3% 0 —� ~- 0 #DIVI01 IN 226 212 0 145 OUT r 0 103 471 Total PHF: 0.98 646 F 6 574 _ Total Trucks: 0 OUT = IN Total Entering: 1176 3 N-sstreet: 19th Avenue 3 w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 '101 30 8 78 0 7 0 68 0 0 0 292 15-30 0 120 27 13 80 0 4 0 57 0 0 0 301 30-45 0 125 23 10 98 0 2 0 35 0 0 0 293 45-60 0 125 23 11 78 0 1 0 52 0 0 0 290 Total 0 471 103 42 334 0 14 0 212 0 0 0 1176 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 94 28 7 77 7 67 280 15-30 116 26 13 76 4 57 292 30-45 119 22 9 98 2 33 283 45-60 121 20 10 74 1 48 274 Total 0 450 96 39 325 0 14 0 205 0 0 0 1129 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 7 2 1 1 0 1 12 15-30 4 1 0 4 0 0 9 30-45 6 1 1 0 0 2 10 45-60 4 3 1 4 0 4 16 Total 0 21 7 3 9 0 0 0 7 0 0 0 47 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/EB 1-90 Ramp Date: 20-Dec-01 Project: 01329,00 Time: 4:45 PM City: City of Bozeman Analysist: Trans o N•s street: 19th Avenue IN OUT CL 352 2% 795 ct E 314 m a - 1 38 m OUT 0 24 —� t— 0 0 IN w 2% 0 f'— 0 #DIV/0I IN 296 272 0 160 OUT ,+-I r 0 122 771 Total PHF: 0.95 586 1% 893 _ Total Trucks: 0 OUT IN Total Entering: 1541 3 N-S Street: 19th Avenue LL, w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 193 34 8 90 0 4 0 51 0 0 0 380 15-30 0 207 36 13 69 0 3 0 76 0 0 0 404 30-45 0 172 26 9 80 0 10 0 81 0 0 0 378 45-60 0 199 26 8 75 0 7 0 64 0 0 0 379 Total 0 771 122 38 314 0 24 0 272 0 0 0 1541 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 188 33 6 90 4 51 372 15-30 207 35 12 69 2 76 401 30-45 170 25 9 80 7 81 372 45-60 198 24 8 70 5 64 369 Total 0 763 117 35 309 0 18 0 272 0 0 0 1514 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT VVBR Total 0-15 5 1 2 0 8 15-30 0 1 1 1 3 30-45 2 1 3 6 45-60 1 2 5 2 10 Total 0 8 5 3 5 0 6 0 0 0 0 0 27 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th AveNalle Rd Date: 19-Dec-01 ` Project: 01329.00 Time: 7:30 AM City: City of Bozeman Analysist: Trans o N-s street: 19th Avenue IN 706HOIT 365 a n 686 0 0 1 L: > OUT 109 79 —� t— 9 12 IN 7% 1 10 ~- 1 33% IN 448 368 2 12 OUT r 97 2 277 Total PHF: 0.81 1056 4% 376 Total Trucks: 0 OUT IN Total Enlering: 1542 N N N-S Street: 19th Avenue Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 19 65 1 1 160 3 21 0 104 0 0 3 377 15-30 25 82 0 4 212 4 28 0 114 2 1 2 474 30-45 23 52 1 4 171 2 15 1 73 0 0 2 344 45-60 30 78 0 0 143 2 15 0 77 0 0 2 347 Total 97 277 2 9 686 11 79 1 368 2 1 9 1542 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 18 64 1 1 158 2 21 98 0 C 1 0 363 15-30 23 81 4 206 4 28 107 2 1 1 457 30-45 22 51 1 3 170 1 15 1 59 0 0 2 325 45-60 26 73 0 140 2 15 74 0 0 2 332 Total 89 269 2 8 674 9 79 1 338 2 1 5 1477 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 1 1 0 2 1 C 6 0 3 14 15-30 2 1 0 6 0 0 7 0 1 17 30-45 1 1 1 1 1 C 14 0 0 19 45-60 4 5 0 3 0 0 3 0 0 15 Total 8 8 0 1 12 2 0 0 30 0 0 4 65 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th AveNalle Rd Date: 19-Dec-0 Project: 01329.00 Time: 12:00 PM City: City of Bozeman Analysist: Transpo N-s street: 19th Avenue IN OUT 527H 587 v � 0 40210 0 T d > OUT 383 126 —? �— 9 10 IN 2% 1 —� ~— 0 10% IN 438 311 —� �— 1 15 OUT r 268 4 452 Total PHF: 0.94 714 4% 724 _ Total Trucks: 0 OUT IN Total Entering: 1699 N N 3 N-s street: 19th Avenue W W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 64 110 1 0 110 32 20 0 70 0 0 1 408 15-30 76 111 2 3 101 37 32 1 79 1 0 0 443 30-45 62 110 0 2 92 24 34 0 64 0 0 7 395 45-60 66 121 1 5 99 22 40 0 98 0 0 1 453 Total 268 452 4 10 402 115 126 1 311 1 0 9 1699 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 64 108 1 0 108 32 18 0 67 0 0 1 399 15-30 71 108 2 3 93 37 31 1 78 1 0 0 425 30-45 61 104 0 2 89 24 34 0 63 0 0 6 383 45-60 64 113 1 4 98 21 39 0 97 0 0 1 438 Total 260 433 4 9 388 114 122 1 305 1 0 8 1645 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 2 0 0 2 0 2 0 3 0 0 0 9 15-30 5 3 0 0 8 0 1 0 1 0 ±[31 18 30-45 1 6 0 0 3 0 0 0 1 0 12 45-60 2 8 0 1 1 1 1 0 1 0 15 Total 8 19 0 1 14 1 4 0 6 0 0 1 54 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th AveNalle Rd Date: 19-Dec-01 Project: 01329.00 Time: 4A5 PM City: City of Bozeman Analysist: Trans o N-S Street: 19th Avenue IN OUT 599 3% 939 0 458 0 R > oUT 500 173 —? 19 21 IN 1% 1 f— 1 29% N 460 286 —� �— 1 14 OUT r 369 2 747 Total PHF: 0.95 745 2% 1118 Total Trucks: 0 OUT = IN Total Entering: 2198 in N-SStreet: 19th Avenue 3 w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 86 191 1 4 107 41 52 0 79 1 0 4 566 15-30 82 191 0 4 138 34 47 0 74 0 1 5 576 30-45 91 174 1 0 95 24 32 0 70 0 0 2 489 45-60 110 191 0 3 118 31 42 1 63 0 0 8 567 Total 369 747 2 11 458 130 173 1 286 1 1 19 2198 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 85 188 1 3 105 36 52 0 77 1 2 550 15-30 82 185 0 3 135 33 47 0 74 0 1 4 564 30-45 90 171 1 0 93 22 31 0 70 0 0 478 45-60 109 189 0 3 118 30 42 1 62 0 7 561 Total 366 733 2 9 451 121 172 1 283 1 1 13 2153 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 1 3 0 1 2 5 0 0 2 0 0 2 16 15-30 0 6 0 1 3 1 0 0 0 0 0 1 12 30-45 1 3 0 0 2 2 1 0 0 0 0 2 11 45-60 1 2 0 0 0 1 0 0 1 0 0 1 6 Total 3 14 0 2 7 9 1 0 3 0 0 6 45 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Baxter Ln Date: 19-—De c-01 Project: 01329.00 Time: 7:30 AM City: City of Bozeman Analysist: Transoo N-s street: 19th Avenue IN OUT d 1014H2O/o435 0, 945 Cu ccv J J ;1 1 2; x x Cu 00 OUT 79 17 —? �— 36 59 IN 5% 9 —♦ f— 13 5% IN 43 17 —i i— 10 71 OUT r 25 34 382 Total PHF: 0.85 972 [N 441 Total Trucks: 0 OUT IN Total Entering: 1557 ti 3 N-s street: 19th Avenue w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 4 85 6 6 248 5 0 0 2 1 5 8 370 15-30 5 107 15 15 277 15 3 3 4 3 3 6 456 30-45 8 76 8 4 205 8 7 3 5 5 5 7 341 45-60 8 114 5 3 215 13 7 3 6 1 0 15 390 Total 25 382 34 28 945 41 17 9 17 10 13 36 1557 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 4 85 6 6 243 5 0 0 2 1 4 7 363 15-30 5 '107 15 14 270 15 3 3 4 2 3 6 447 30-45 6 76 8 4 204 6 6 2 5 5 5 7 334 45-60 8 96 5 3 212 13 7 3 6 1 0 15 369 Total 23 364 34 27 929 39 16 8 17 9 12 35 1513 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 0 0 0 5 0 0 0 0 0 1 1 7 15-30 0 0 0 1 7 0 0 0 0 1 0 0 9 30-45 2 0 0 0 1 2 1 1 0 0 0 0 7 45-60 0 18 0 0 3 0 0 0 0 0 0 0 21 Total 2 18 0 1 16 2 1 1 0 1 1 1 44 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19M Ave/Baxter Ln Date: 19-Dec-01 Project: 01329.00 Time: 11:45 AM City: City of Bozeman Analysist: Transpo N•S Street: 19th Avenue IN OUT m 874 1% 1084 800 c�v � J J 61 1 23 m OUT 170 42 —} L— 90 145 IN Co 1% 19 10 ♦— 15 3% IN 102 41 —i �— 40 97 OUT *-I F* 104 55 952 Total PHF: 0-93 881 P%l 1111 Total Trucks: 0 OUT IN Total Entoring: 2232 rn N N-S Street: 19th Avenue w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 31 241 15 5 196 8 13 3 7 7 2 12 540 15-30 31 209 17 3 198 12 5 2 7 12 4 22 522 30-45 20 255 9 5 196 20 9 9 14 12 2 21 572 45-60 22 247 14 10 210 11 15 5 13 9 7 35 598 Total 104 952 55 23 800 51 42 19 41 40 15 90 2232 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 31 237 15 4 195 8 13 3 7 7 2 12 534 15-30 30 208 16 3 198 12 5 2 7 12 2 22 517 30-45 20 249 9 5 193 20 9 9 14 12 2 20 562 45-60 22 238 14 10 208 11 14 5 13 9 6 35 585 Total 103 932 54 22 794 51 41 19 41 40 12 89 2198 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 4 0 1 1 0 0 0 0 0 0 0 6 15-30 1 1 1 0 0 0 0 0 0 0 2 0 5 30-45 0 6 0 0 3 0 0 0 0 0 0 1 10 45-60 0 9 0 0 2 0 1 0 0 0 1 0 13 Total 1 20 1 1 6 0 1 0 0 0 3 1 34 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Baxter Ln Date: 19-Dec-01 Project: 01329.00 Time: 4:30 PM City: City of Bozeman Analysist: Transpo N-S Street: 19th Avenue IN OUT 859 Lkl 1361 784 44 31 °0 OUT 200 73 �— 84 155 IN 0% 20 —1 ~ 20 2% IN 177 84 51 89 OUT 1, r 136 38 1204 Total PHF: 0.96 919 1% 1378 Total Trucks: 0 OUT IN Total Entering: 2569 N 3 N-S Street: 19th Avenue w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 50 275 9 6 202 12 16 6 10 11 7 28 632 15-30 39 318 19 12 182 16 17 4 28 8 4 22 669 30-45 31 283 4 11 207 9 21 2 19 23 7 17 634 45-60 16 328 6 2 193 7 19 8 27 9 2 17 634 Total 136 1204 38 31 784 44 73 20 84 51 20 84 2569 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 50 270 9 6 199 12 16 6 10 10 6 28 622 15-30 39 315 19 11 181 16 17 4 28 8 4 22 664 30-45 31 279 4 11 205 9 21 2 19 23 6 17 627 45-60 16 326 6 2 192 7 19 8 27 9 2 17 631 Total 136 1190 38 30 777 44 73 20 84 50 18 84 2544 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 5 0 0 3 0 0 0 0 1 1 0 10 15-30 0 3 0 1 1 0 0 0 0 0 0 0 5 30-45 0 4 0 0 2 0 0 0 0 0 1 0 7 45-60 0 2 0 0 1 0 0 0 0 0 0 0 3 Total 0 14 0 1 7 0 0 0 0 1 2 0 25 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Tchache Ln Date: 20-Dec-01 Project: 01329.00 Time: 7:30 AM City: City of Bozeman Analysist: Trans o N-s street: 19th Avenue IN OUT c 990H 545 Cu J 972 m p, g U Co L U rQ L S ~ OUT 0 0 —� �— 5 8 IN #DIVl01 0 0 0% IN 0 0 3 11 OUT r 0 3 540 Total PHF: 0.85 975 [�3% 543 Total Trucks: 0 OUT IN Total Entering: 1531 3 N-5 street: 19th Avenue 3 W W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 133 1 1 219 0 0 0 0 0 0 2 356 15-30 0 120 0 2 246 0 0 0 0 1 0 0 369 30-45 0 124 2 3 223 0 0 0 0 2 0 2 356 45-60 0 163 0 2 284 0 0 0 0 0 0 1 450 Total 0 540 3 8 972 0 0 0 0 3 0 5 1531 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 133 1 1 214 0 2 351 15-30 118 0 2 241 1 0 362 30-45 120 2 2 219 2 2 347 45-60 153 0 2 278 G 1 434 Total 0 524 3 7 952 0 0 0 0 3 0 5 1494 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 0 0 0 5 0 5 15-30 0 2 0 0 5 0 7 30-45 0 4 0 1 4 0 9 45-60 0 10 0 0 6 0 16 Total 0 16 0 1 20 0 0 0 0 0 0 0 37 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Tchache Ln Date: F 20-Dec 01 Project: 01329.00 ' Time: 11:30 AM City: City of Bozeman Analysist: Transpo N-S Street. 19th Avenue IN OUT y 873H 1158 c J 824 1 U p f0 s OUT 0 0 —� 60 72 IN � IN 0 0 _i ,� 12 58 OUT ♦1 0 9 1098 Total PHF: 0.89 836 [ 2% 1107 _ Total Trucks: 0 OUT IN d Total Entering: 2052 y 3 N-SStreet: 19th Avenue 3 w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 292 1 13 219 0 0 0 0 3 0 12 540 15-30 0 293 4 10 254 0 0 0 0 4 0 12 577 30-45 0 243 0 13 172 0 0 0 0 1 0 13 442 45-60 0 270 4 13 179 0 0 0 0 4 0 23 493 Total 0 1098 9 49 824 0 0 0 0 12 0 60 2052 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 285 1 13 215 3 12 529 15-30 0 290 4 10 250 3 11 568 30-45 0 237 0 12 168 1 12 430 45-60 0 267 4 13 175 4 23 486 Total 0 1079 9 48 808 0 0 0 0 11 0 5F 2013 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 7 4 11 15-30 3 4 1 1 9 30-45 6 1 4 1 12 45-60 3 4 7 Total 0 19 0 1 16 0 0 0 0 1 0 2 39 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Tchache Ln Date: 20•Dec 01 Project: 01329.00 Time: 4:30 PM City: City of Bozeman Analysist: Trans o N-s street: 19th Avenue IN OUT 860H 1350 W J 810 Cu 1 50 U fu RS s .0 OUT 0 0 �� 59 89 IN � #DIVIO! 0 ~ 0 0% IN 0 0 _i 30 65 OUT 0 15 1291 Total PHF: 0.98 840 [:0�] 1306 Total Trucks: 0 OUT IN yTotal Eolering: 2255 3 N-S Street: 19th Avenue W LL! Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 326 3 16 205 0 0 0 0 10 0 17 577 15-30 0 320 4 12 210 0 0 0 0 5 0 14 565 30-45 0 306 5 7 213 0 0 0 0 7 0 12 550 45-60 0 339 3 15 182 0 0 0 0 8 0 16 563 Total 0 1291 15 50 810 0 0 0 0 30 0 59 2255 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 326 3 16 205 10 17 577 15-30 320 4 12 210 5 14 565 30-45 306 5 7 213 7 12 550 45-60 339 3 15 182 8 16 563 Total 0 1291 15 50 810 0 0 0 0 30 0 59 2255 Heavy Vehicles; NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 15-30 0 30-45 0 45-60 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Oak`Street Date: 18-Dec-01 Project: 01329.00 Time: - 7:45 AM City: Cityof Bozeman Analysist: Trans c N-S Street: 19th Avenue IN OUT 1032 2% 494 _ 874 °1 401 i 118 in Y � L♦ Y OUT 178 155 13 143 IN 3% 24 —� ♦— 88 1% IN 210 31 —i 42 377 OUT r 50 235 326 Total PHF: 0,83 947 [�0qIll Total Trucks: 0 OUT IN Total Entering 1996 N N N-S Street: 19th Avenue w W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 10 80 39 7 211 5 27 4 7 10 14 3 417 15-30 16 64 58 39 185 9 22 7 7 8 15 4 434 30-45 15 105 85 41 249 13 45 4 6 11 26 3 603 45-60 9 77 53 31 229 13 61 9 11 13 33 3 542 Total 50 326 235 118 874 40 155 24 31 42 88 13 1996 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 10 80 39 6 199 5 27 4 6 10 14 3 403 15-30 16 64 58 35 185 9 22 7 7 8 15 4 430 30-45 15 105 85 40 245 13 45 4 6 11 26 3 598 45-60 9 74 53 30 227 13 57 9 10 12 33 3 530 Total 50 323 235 111 856 40 151 24 29 41 88 13 1961 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 1 12 1 14 15-30 4 0 4 30-45 1 4 5 45-60 3 1 2 4 1 1 12 Total 0 3 0 7 18 0 4 0 2 1 0 0 35 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Oak Street Date: 18-Dec-01 Project: 01329.00 Time: 12:00 PM City: City of Bozeman Analysist: Trans o N-S Street: 19th Avenue IN OUT 865H 1165 � 682 y 36, I i 147 c'n + L♦ x -Y p O OUT 84 396 —� L— 4 93 IN 1% 90 39 1% IN 645 159 50 532 OUT 9 295 765 Total PHF: 0.90 891Pq 1069 Total Trucks: 0 OUT N Total Entering: 2672 N W 3 N-SStreet: 19th Avenue w W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 211 81 24 166 7 111 28 44 18 8 2 700 15-30 1 218 76 42 179 11 67 11 38 7 9 0 659 30-45 2 158 61 41 151 12 74 23 28 12 10 1 573 45-60 6 178 77 40 186 6 144 28 49 13 12 1 740 Total 9 765 295 147 682 36 396 90 159 50 39 4 2672 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 209 79 24 161 7 111 28 44 18 8 2 691 15-30 1 212 74 42 174 10 55 11 37 7 9 0 642 30-45 2 152 59 40 146 12 73 23 26 12 10 1 556 45-60 6 174 77 40 180 6 144 28 48 13 11 1 728 Total 9 747 289 146 661 35 393 90 155 50 38 4 2617 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 2 2 0 5 0 0 0 0 0 0 0 9 15-30 0 6 2 0 5 1 2 0 1 0 0 0 17 30-45 0 6 2 1 5 0 1 0 2 0 0 0 17 45-60 0 4 0 0 6 0 0 0 1 0 1 0 12 Total 0 18 6 1 21 1 3 0 4 0 1 0 55 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection; 19th Ave/Oak Street Date: 18-Dec-01 Project: 01329.00 Time: 3:30 PM City: City of Bozeman Analysist: Trans o N-S Street: 19th Avenue IN OUT 810H 1364 608 d 37, � i 165 in Y � L♦ Y f9 � OUT 87 365 -? 5 111 IN 1% 106 -10 44 1% IN 642 171 -� 62 739 OUT r 6 468 994 Total PHF: 0.93 841 [:]E 1468 Total Trucks: 0 OUT IN d d Total Entering: 3031 w 3 N-S Street: 19th Avenue w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 4 265 162 38 145 6 82 26 45 22 15 2 812 15-30 0 226 178 48 152 10 86 20 37 13 13 2 785 30-45 1 284 53 34 126 13 82 26 48 15 10 0 692 45-60 1 219 75 45 185 8 115 34 41 12 6 1 742 Total 6 994 468 165 608 37 365 106 171 62 44 5 3031 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 4 259 161 38 144 6 82 26 45 22 15 2 804 15-30 0 219 177 48 150 9 86 20 37 13 13 2 774 30-45 1 281 53 34 123 12 78 26 48 15 10 0 681 45-60 1 212 70 45 183 8 113 34 40 12 6 0 724 Total 6 971 461 165 600 35 359 106 170 62 44 4 2983 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 6 1 0 1 0 0 0 0 C 0 0 8 15-30 0 7 1 0 2 1 0 0 0 0 0 0 11 30-45 0 3 0 0 3 1 4 0 0 0 0 C 11 45-60 0 7 5 0 2 0 2 0 1 0 0 1 18 Total 0 23 7 0 8 2 6 0 1 0 0 1 48 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Durston Ave Date: 19-Dec-O' Project: 01329.00 Time: 7,30 AM City: City of Bozeman- Analysist: Transoc N-S street: 19th Avenue IN OUT � 915 4% 651 c 685 � Q 0 � �3 OUT 268 188 58 258 IN o � 2% 331 -� ~ 129 4% IN 572 53 _i 71 546 OUT 4, r 42 82 405 Total PHF: 0.80 809 [ 4%q529 Total Trucks: 0 OUT IN d Total Entering: 2274 N N N-S Street: 19th Avenue 3 W 11J Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 7 90 17 24 179 21 48 73 17 8 28 13 525 15-30 5 132 21 37 232 24 66 114 13 26 31 13 714 30-45 17 69 17 37 117 23 43 66 13 14 33 15 464 45-60 13 114 27 35 157 29 31 78 10 23 37 17 571 Total 42 405 82 133 685 97 188 . 331 53 71 129 58 2274 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 7 87 16 24, 174 20 48 73 17 8 28 13 515 15-30 5 129 19 35 224 22 66 109 12 26 31 13 691 30-45 17 69 15 36 114 21 41 63 13 13 33 13 448 45-60 13 106 24 34 152 26 31 78 10 22 33 15 544 Total 42 391 74 129 664 89 186 323 52 69 125 54 2198 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 0 3 1 0 5 1 0 0 0 0 0 0 10 15-30 0 3 2 2 8 2 0 5 1 0 0 0 23 30-45 0 0 2 1 3 2 2 3 0 1 0 2 16 45-60 0 8 3 1 5 3 0 0 0 1 4 2 27 Total 0 14 8 4 21 8 2 8 1 2 4 4 76 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Durston Ave Date: 19-Dec-01 Project: 01329.00 Time: 12:00 PM City: City of Bozeman Analysist: Transpo N-S Street: 19th Avenue IN OUT 1019H 1160 W 779 � o 1 �; 0 OUT 390 249 —� 122 442 IN N o � 2% 206 10 ♦— 174 1% IN 512 57 _i �— 146 371 OUT ,+-, r 57 84 789 Total PHF: 096 982 F2% ] 930 _ Total Trucks: 0 OUT IN Total Entering: 2903 z � N 3 N-S street: 19th Avenue 3 w W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 10 205 22 22 173 33 61 62 11 41 52 29 721 15-30 14 189 17 18 175 36 60 45 16 35 52 25 682 30-45 18 211 24 19 213 41 57 47 16 34 30 34 744 45-60 15 184 21 22 218 49 71 52 14 36 40 34 756 Total 57 789 84 81 779 159 249 206 57 146 174 122 2903 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 10 203 22 1 22 172 1 32 60 60 11 41 49 29 711 15-30 14 184 14 18 173 L36 58 42 16 35 52 25 667 30-45 18 205 24 19 211 41 54 47 16 33 30 34 732 45-60 15 180 20 22 216 47 70 52 14 36 40 34 746 Total 57 772 80 81 772 156 242 201 57 145 171 122 2856 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 2 0 0 1 1 1 2 0 0 3 0 10 15-30 0 5 3 0 2 0 2 3 0 0 0 0 15 30-45 0 6 0 0 2 0 3 0 0 1 0 0 12 45-60 0 4 1 0 2 2 1 0 0 0 0 0 10 Total 0 17 4 0 7 3 7 5 0 1 3 0 47 Deaconess Medical Offices-01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Durston Ave Date: 19 Dec-01 Project: 01329.00 Time: 4:30 PM City: City of Bozeman Analysist: Transpo N-SStreet: 19th Avenue IN OUT 1199H 1369 875 Q° a a 25 1 c o N N OUT 563 287 —� 166 600 IN o � 0% 215 269 0% IN 558 56 165 374 OUT 44 85 916 Total PHF: 0.97 1096 11/ 1045 Total Trucks: 0 OUT = IN Total Entering: 3402 Z5 in 3 N-S street: 19th Avenue w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 8 226 19 18 228 66 63 58 13 42 54 35 830 15-30 13 214 16 21 222 59 81 64 18 37 67 43 855 30-45 5 223 25 22 198 65 81 52 14 44 66 47 842 45-60 18 253 25 13 227 60 62 41 11 42 82 41 875 Total 44 916 85 74 875 250 287 215 56 165 269 166 3402 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 8 222 18 =225 66 62 58 13 42 54 35 821 15-30 13 214 16 21 220 59 81 64 18 37 67 43 853 30-45 5 221 23 22 195 65 80 52 14 44 66 47 834 45-60 18 252 25 13 227 59 62 41 11 42 82 41 873 Total 44 909 82 74 867 249 285 215 56 165 269 166 3381 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 4 1 0 3 0 1 0 0 0 0 0 9 15-30 0 0 0 0 2 0 0 0 0 0 0 0 2 30-45 0 2 2 0 3 0 1 0 0 0 0 0 8 45-60 0 1 0 0 0 1 0 0 0 0 0 0 2 Total 0 7 3 0 8 1 2 0 0 0 0 0 21 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Main Street Date: 18-Dec 01 Project: 01329.00 Time: 7:45 AM City: City of Bozeman Analysist: Transpo N-s Street; 19th Avenue IN OUT _ 719H 493 401 N � 193 OUT 621 131 —� �— 72 555 IN 2% 339 10 ♦— 349 3% IN 566 96 —i i— 134 520 OUT r 47 88 290 Total PHF: 0,93 631 1% 425 Total Trucks: 0 OUT = IN Total Entering: 2265 N � 3 N-s Street; 19th Avenue W 7- W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 8 71 15 15 120 62 33 70 19 30 69 16 528 15-30 6 71 32 23 94 68 27 85 20 28 84 17 555 30-45 18 71 21 26 91 48 48 94 23 50 100 20 610 45-60 15 77 20 29 96 47 23 90 34 26 96 19 572 Total 47 290 88 93 401 225 131 339 96 134 349 72 2265 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 8 71 15 14 120 62 31 68 19 30 69 16 523 15-30 6 71 32 20 93 67 25 84 20 26 80 17 541 30-45 18 70 20 26 91 48 48 93 23 49 98 19 603 45-60 15 75 20 27 96 47 23 90 — 26 93 18 562 Total 47 287 87 87 400 224 127 335 94 131 340 70 2229 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 0 0 1 0 0 2 2 0 0 0 0 5 15-30 0 0 0 3 1 1 2 1 0 2 4 0 14 30-45 0 1 1 0 0 0 0 1 0 1 2 1 7 45-60 0 2 0 2 0 0 0 0 2 0 3 1 10 Total 0 3 1 6 1 1 4 4 2 3 9 2 36 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Main Street Date: 18-Dec-01 Project: 01329.00 Time: 12:00 PM City: City of Bozeman Analysist: Transpo N-S Street: 19th Avenue IN OUT 817 2% 914 v 330 1 i 142 oU 1 1212 294 �- 164 1124 IN 2% 824 730 1% tJ 1199 81 230 1092 OUT � r 137 126 456 Total PHF: 0.98 641 pq 719 Total Trucks: 0 OUT IN Total Entering: 3859 N N N•S Street: 19th Avenue 3 w w Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 71 193 48 40 85 92 76 184 13 27 110 29 968 15-30 17 91 25 30 75 82 74 236 23 57 222 50 982 30-45 20 100 32 38 87 76 76 185 19 80 203 34 950 45-60 29 72 21 34 83 95 68 219 26 66 195 51 959 Total 137 456 126 142 330 345 294 824 81 230 730 164 3859 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 71 193 48 39 85 91 76 184 11 27 110 29 964 15-30 17 91 25 30 71 80 73 232 20 57 221 49 966 30-45 20 97 32 37 83 75 75 183 15 80 202 34 933 45-60 29 72 21 34 81 94 68 216 24 66 190 51 946 Total 137 453 126 140 320 340 292 815 70 230 723 163 3809 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 0 0 0 1 0 1 0 0 2 0 0 0 4 15-30 0 0 0 0 4 2 1 4 3 0 1 1 16 30-45 0 3 0 1 4 1 1 2 4 0 1 0 17 45-60 0 0 0 0 2 1 0 3 2 0 5 0 13 Total 0 3 0 2 10 5 2 9 11 0 7 1 50 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Intersection: 19th Ave/Main Street Date: 18-Dec-01 Project: 01329.00 Time: 4:45 PM City: City of Bozeman Analysist: Trans o N-s street: 19th Avenue IN OUT 922 0% 956 .J 403 in 35 I i160 c + L♦ c OUT 1261 358 —� �— 242 1387 IN Z 1% 1067 —1 ~ 857 0% IN 1490 65 —� �— 288 1284 OUT r 45 57 356 Total PHF: 0.97 756 0% 458 Total Trucks: 0 OUT IN g! Total Entering: 4257 3 N-s street: 19th Avenue W W Total Volumes: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 6 96 14 37 111 109 83 269 15 62 161 59 1022 15-30 16 100 11 39 93 80 101 271 19 85 233 51 1099 30-45 16 77 12 29 113 105 81 251 18 74 226 57 1059 45-60 7 83 20 55 86 65 93 276 13 67 237 75 1077 Total 45 356 57 160 403 359 358 1067 65 288 857 242 4257 Automobiles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0- 15 6 95 14 37 110 108 83 268 15 62 161 59 1018 15-30 16 99 11 39 93 80 100 268 18 85 233 51 1093 30-45 16 77 12 28 -112 105 79 248 18 74 226 57 1052 45-60 7 83 20 55 86 65 93 276 13 6T 236 75 1076 Total 45 354 57 159 401 358 355 1060 64 288 856 242 4239 Heavy Vehicles: NBL NBT NBR SBL SBT SBR EBL EBT EBR WBL WBT WBR Total 0-15 1 1 1 1 4 15-30 1 1 3 1 6 30-45 1 1 2 3 7 45-60 1 1 Total 0 2 0 1 2 1 3 7 1 0 1 0 18 Deaconess Medical Offices- 01236.00 01/23/2002 3:58 PM Appendix B LOS Summary Worksheets aS o w c + 1 , 0 ft CID `�' ,oNc Q 04 C, C, Q Oil >>S O zx o, o n � rn o �N�o o op r T �•.�� `Q. 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WBR .`'.NBL "­NBT ,.NBR'I' SBL-�4 SBT,""� BR Lane Configurations T+ '5 T+ '� tT+ tT Sign Control i Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh"h) 79 7 66 12 8 60 125 1070 9 49 845 24 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Hourly flow rate (veh/h) 89 8 74 13 9 67 140 1202 10 55 949 27 Pedestrians Lane Width (ft): -�L. ic � ��„ s' '- . _:.: Walking Speed (ft/s) _ Percent Blockage Right turn flare (veh) Median type None.3 None; Median storage veh) vC, conflicting volume 2027 2566 488 2151 2575 606 976 1212 vC1, stage 1 conf vol vC2, stage 2 conf vol 's tC, single (s) 7.5 6.5 6.9 7.6 6.6 7.0 4.2 4.2 tC, 2 stage (s), , ' rc tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free 0 58 86 D 49 85 80 90 cM capacity (veh/h) 14 19 525 12 18 435 696 566 - Direction Lane'# t'EB 1``MEB�2' WB"'1 W6 2 �NB c�:r N6 2 N6 3 : 6 1 S6 2 Volume Total 89 82 13 76 140 801 411 55 633 343 Volume Left 89 0 13 0 140 0 0 55 0 0 Volume Right., 0 74 0 67 0 0 10 0 0 27 cSH 14 145 12 116 696 1700 1700 566 1700 1700 Volume to Capacity''`' 6.45 0.57 1.11 0.66 0.20 0.47 0,24 0.10 0.37 0.20 Queue Length (ft) Err 72 58 86 19 0 0 8 0 0 Control Delay(s) Err 58.1 714.4 82.7 11.5 0.0 0.0 12.1 0.0 0.0 Lane LOS F F F F B B Approach Delay(s) 5224.7 177.5 1.2 0.6 Approach LOS F F intersec ions Average Delay 344.3 Intersection Capacity Utilization 58.5% ICU Level of Service A 01/24/2002 Synchro 5 Report The Transpo Group Page 1 p tip(yp� O p N ln`'r,O a W N NmoMNCDn? 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CL r Q 'r •=o o'o 0 0 m M pp r-�n --M'.� v m'm'm'o-o n �-'ro o'o'mp U���ppp W a Q) CO OCOo m nm a! a0R ^��-V M N fr�O�.C7 m= I W �> p O M O 'O O' IN- 0 J d n OCf,m O € V f T I Ca 2 CaLL r a N 8, CL • l U 1 s $ N p aa Ira dg ~ �. ,v a 4cc 1 No LO CL it 'Ot ~ Existing PM Peak Hour With-Project Condition 6: Tschache Lane & N. 19th Avenue Bozeman Home Depot Movement EBL' EBT- EBR ' 1NBL V1/BT �;.�_ :�ItiBT '• NBR SBL_ SBT :.SBR Lane Configurations 0 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Volume (veh/h) 68 7 58 30 6 59 90 1268 15 50 830 17 Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Hourly flow rate(veh/h) 69 7 59 31 6 60 92 1294 15 51 847 17 Pedestrians Lane Width (ft) '" "''��°y'e ` `y ` �. sky: 1 s15_.. �? 1. . 3-�+ji'.:�r- - '. ! ��..9 k 71 Walking Speed (ft/s) Percent Blockage mwo-'w 2 ; Right turn flare (veh) ss��q ,�� ? Median type None° Nones' -.. Median storage veh) vC, conflicting volume 1852 2451 432 2073 2452 655 864 vC1, stage 1 conf vol vC2, stage 2 conf vol L ^' ' tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) .K tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 0 71 90 0 75 85 88 g0. �, cM capacity (veh/h) 27 25 574 19 25 411 781 530 birection, - Lane# EB'1 'EB 2" WB­1.:'WB 2 NB 1 NB 2 NB 3 "SB 1 `."S 2y�S&3 _,,.. Volume Total 69 66 31 66 92 863 447 51 565 300 Volume Left 69 0 31 0 92 0 0 51 0 0 Volume Right 0 59 0 60 0 0 15 0 0 17 cSH 27 169 19 168 781 1700 1700 530 1700 1700 Volume to Capacity 2.55 0.39 1.64 0.39 0.12 0.51 0.26 0.10 0.33 0.18 Queue Length (ft) 209 43 105 43 10 0 0 8 0 0 Control Delay(s) 1009.7 39.4 747.0 39.7 10.2 0.0 0.0 12.5 0.0 0.0 Lane LOS F E F E B B Approach Defey(s) 535.5 263.1 0.7 0.7 Approach LOS F F Tnt`ersection Average Delay 39.1 Intersection Capacity Utilization , 60.19q ICU Level of Service.. _ i3 01/24/2002 Synchro 5 Report The Transpo Group Pagel O,liO O• O�Vp �'mN v�+ w V1m000 Mn 00D0^0 000Q +t., N m 0 O 0..,7 M'm W ro v 4 C lit, j, UT E ;m r o$.o,n n m m�n in •-<o 0 0 0 �c�. 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W v O Vl 01 LL O?W 0 y O O' O @ Oi C}D O�OI�i O .- t�n N v'm t���I G O M m, r o rf` 'V o °- N N o C f�OOM i;. 2 'oN U O ppy00A <0 O1, m W VIO N 0MUr Mu)� gv W C) m O U ? uutt a O� " N I-A O'.O.n$fV S N c5 m N f'7� v O N ffj O O M N M 00 q.-U v(] 4 WW v O� v Q I 'r(jJ ;O.-CO'.'a' N O N m M O r M O O N r O N A Y L t Pggor��^oN ,o o C�-rn $ o E v.4.0 8oNrvn L° N Z LL N a y� cd c' CF �arb,' gn .m 3' +$JUo no i md rO C. .~ C � ti 8 da �IS• > Ui = oL° 65 js .d� t ST LL 66 CaT >.dQ >Da, o T Gi In of N E 0 ^O'M m,0 n n M vfn .D N.N. O O N, v ."N Q f0 U ti '�o mmOm-m gm IN co �m�:M �N `!m$oC (hNV 0 1 Nam- 'i por .:.2 n.pgq r }nN0 N0 p r f; c kl N O r N'_In qn AID .tDO nNm OC.-Vpl qn W n E R."0 T N Lq N �1 0>� E ID O nGo m O z ISi mmIN N r-nu:oO N oRm'o vr:mS 0- co an.N ry No $o oan o m m m "Z co oo - .0 g Cp(R, . " O'gI"C3 E' oCD o j r r r In i+� °'.m Inv,'0 o d + m r ly J cx h'J V)aE M q a In M : n,N M.N m O M N Q (a 0, .O'-O U ro�o� c E ^o' 000°� v L U n ` kbe av mm4D U N N .O N W NfV qO 0 1, Qt . 'In O O N O CO LL vi 0mQ Cl) i _ m ,Z�CiEp O Vi n N tll r M N N W la v O O 110 LL (Wp 091 O.O !O.m v^_O N v.M E N,Na 67 cu otf LL L N V CL p E lJ CL ej T ro p c+g„E,LL �i n�.nm7'Y �CyS, �� Utia O: ''y- r7'j�o ` R- .0 No c O o�i 7 5 j ry € 9 J-' LL' �Y �x 1` �' d5 N'L''.� " t�7 Q- •t B r �'f0 U N v Y � cry� dC 10..jaaa�ac � �� ,�� d �'awu'�i1_ oFF-- rir� � 3_H1 'ILL fn >o.Q3xF d.daWQ:c» 9S>>;� - CL�gp$ g�.$� w'N^cv +AIt+(P voo, v!s nSo8Nrm 0. V M a c o a o v o E O ^ O p n f1 1 E ,F 4-pc O O O'er(mq'6 h m n N 0 m t0 0 0 o N •I O>O o IOI��:p MyM U ` LN _ 'I� Cj K^^ N J E X'00 N.A m,f�+ OOA aQ a^mID'N IDOO A'�.m.�C.c70'V:mW (n , m o, rnm, �S O m + cv cli Oi pgVO NOa p N `(n E N'tV O N V U'O N.- p G m 1 [] O W im $rnmo� I � Z Z 48 Q.-t i0K r mO. N�O^.N� ^V 0 p '-NWt�,p 1DzQ70.0 NCoQOI M 5.1'nO Nf`:ONON-No OO N^^o m O pt g Oo ^o^Re;U 2 8. N N `[ yl,Y m r•= oNN.o o c�oo10 q �ONnNgciR 000O G (. _O n!-8aN8gK8vanmmyy m oo: ,oa �A m g�'ryp'p J o� o, n M to N N c .-.m'�-� m o o�m N:N O, O' ON � O S N U �'!�r `o,go N A�Q1 o�',n cov' M m o'oolo o ^'.N N S n rn ul m m v pp ttSS��p p p a 2 FF.IL ^ .- fV''NMO e M OOP O p Cj O �•_ pp O ti M o o E N Y t G � N'o O O a n^p 0')W Ccof..Sp 01 O N 8 N O OI o� .- N1(i V C'1 b O LLJ O.-.-M•-. O�. N N O _O' N.-N N N Y 7 _ p OO Nnm.^ �'n Ol Oi p,Aa O O 'OO Wm o OI'W =L m Y W �.-O KMV U M L (� N IO _ al{{'.... a:' (L Z i c IL 12 N c 3", r s�_ w ...'� o u w c C �'II� O,Cj �> iu9i c�ac�j'n°bn GNv�B��� 6?39 a�0.c y 7 rN OUC � � .'� JC CeLCLQU -)LL 01 LLA7Q Jo C�Qy L} UUC. ya ' �ml dl c1 ' - O iy ' o --► 'mfa`xm ra�oomoomM ° s'�oOVMB omo�� N JII�"p 0 0 N N R o N R a rlD f`ti O'.O O O.tn f^P S.•-,u?¢ N E ' m o oomv cv M + yr � ooc oa rn c'P •=•-o E DiDo 000 •- o n m g RSRp'?� m c" t m z r �— / �opp�mooYyvo�p0000 N ryNnoo, m Jmg'No¢Co MQ IJ Ir:of O N Ct W(D O In Y1.a a1D N Ol 01 O O N.M N I` zr p 0. .- r'�- E ,o co 1. 1 ^ �SQO P O OoQ m MM 0OO N 4D O P^Q O J p m igc,5' mom RoRMr O oo lV O -J lr po p o u) M' n' m m m n u] O.R R o O R R aq � + m t0 N Q ~ �• O�tD Oaf'.O.P N O R O, ,,t �f' m m m�0 � O t�'N f`p.,f1.M,W tD O `•. N m m (D to tc p•i ri N o Q. Or m �. d w w P o g JrOOOOtA OOI�D OO CO� CAKOt'Oi�'OO POd'1 tp Q nj~O • T ¢ Z P o o m r,v>Qf r..o r�r�N Q;m o.i c] o o M r �i �. C. •�Q G LIj 13 3 a "-'',,6" C T CFI C7 E O > [:.14' d C .�-' Y `U •J U LY1 J E(J tjCLL r• J F- ,lL LL N >d EL N 00 O N bN �0 v VOOO MQ M Opa Nn]O� O O O yrn'O Oqt CO,!•.MrycV.M .T K t`y r.j o(D 6f,^O u1 Oi Oi Q _ � O^.- t'j^M O N'N rr t•O N',O O EomN (V�} OI•T_•rc'-g.-',m0��n'O mN gN O M''O M0 O'�- CJ p'S mN M �oo O O 00 (n m p' p � .tl 8 R!W NON C7 W Z 14 Q fi0 O N O 0 T C)R O'N^4 'N N m M'O O O_N n 0 O M u'1 Q •'m �- CO t�V.0 0 0 O 0 a0^.V N I- `r N w 0 O.f. cY I 'J yr G O O N 01 N M 1R,I11 N eE SO N W Cq W O'O N 4 •'r`$rD M'W y CO .a O O 0 O OI ^W r N 4 N nJ r""v M �fV CO 0) U 'Z .�-.O. "O co W Q lI{a$1 Q Q 0n N p p f Y ^W O ^ p, F� �tp pp-N V Cp c co. C)M'!-.0 0 f•1 N (T O OM t O N 'C7 •r O 0A 8 W O'W N cc!N'M t•.t-.p'v M CV O CV O Ev m r c 0 O 0 0N1,a�0 M N OW (al,o M.Cp Q1 0 C? u1'.O.- �N,0 01•-'p G JI`t W tD CO v M •^-CO 0 O. o N '� g ^ � n _ co m � c C �l`c pp C� pp pp ttpp M 0.0 O v:M LLI . , C 1p �t-tO�� ^n'W YPPY U ¢ ICm17 'r'•' .-0•-•(�•-� O ^pV O�Oi O V M O^OO Q p^.�-f0 N 7 cc At O- O 'ONO 0) O:o CJ N N'N N aC.'7 0101 NCO C 'N N M u7 O.�p O Q . O O $,�:',S'o o'.�o,o m co. E Y Zo n ri c�a O o: IL Q L `o r{ cq 8,0 CL `vt Irv3D m� ¢,>g RiL° gy ary �+ ry �y CQ �Ej tp EQu� Gq ca} LL CD W S 2 u iw ►"yl it MM ge �' U N • 4. �'jf: p" .G O �a 000-po o. z' �, o p �V•> o C 1 p 6 p tD 'Y 'N,OiN, N o o 8�O 0 I N�I _ n N �n o N i �+I U �,. p O[V W Or. Mo m CV O O O N O O O N /p M W (L �N 'Q 0 O i {{ O y m In p t�.Q-�W^ Y W Yn) Z rn TI LL -g 19C�N U' H . v ,p a to f i:. J t0 1 I o � 9 1� a ipl F m E E 3 �+ Jy I � I u'rii ' �'vOi>>?�ao� `�' o y10 �0. E �H popoairso mom mo In o ,no0In ON$ rlry(�$^mpqU�wpp�O �`y o O —1r 'y f"O,`t O O.- .-'` O CiN M Q m'O"M N'ri OOh•- C, M t'• C c > �J Jr'O,,O O O to N K CC U1 M a W� n"(O r r QI.O O N•r C7 n n 4 N N LL': (q E m gm(non OOJ• �M + C r E 000'CM ~COONO'� co W y p o�p .' I I [fir. O'ONiO b N O Ovf (5�.�N.QNi N: �p rip' N n M O O O,.r M �� O,N r N 7 In O N N N N " to O N N r r'0 O O + '0(O O v M N O O O, N N ',n fit CO n Ex (o M CJ'.O,.O O N O NCO O .m 010 o $0 o N 0 fV.VI.-i.� w m C l r o o -.m r�.m S y U J AC-0 9 O In(0 N Ot O O,n n a an co,n. ,r.0 O r'.N,n D OJ to to K + (P 6 r"M O1!O O! O)9'.2 r ono o E -o' ooaorNco n, b CD �' w 'mtl , p tL t LL t0 O O O.tp r,1n r � O 07 ��77 �j' p 00 P)1, F O V .�/F'O OO'S CNt O N cD NOmD .M' i n" ^O O m 0 90 � Z w .-.;o. p'r d J 0 o F~°L v� o t c U E C 4. iLL G m-uuCJ �pp o G 2 iiCCti �' 3 ��.:ar aaC�v' � V.Sa p¢c....c�i � V3- oa NL 1y c�33Q;_ � F O OO .0 u U[i, � �LL C.LL �"c .0 h�Ti.� . .�B V, am'a E%c�° � o vUm. U h 7 o rrm m o. vm = Ev r' u�au'C �'�ZS'.� � � 9���LLLLnLL<n >a< Jx aa¢-w¢v> ac���� x2Q— u or N3 •O o i E UC07 om D.reiAl i"1) l oOO'�.rOO 0�vtQOWovpOy]r•urI ooc` o OOSOPor]f� 0 O OOlt0 N 0 MDN i- O00�30 00 O L13 Oto0'0 01 C4 O OCl ca n ' I.: , S'4 j � o 2 ot3 '�5 I IDS im, 4 s � �� r � d > - VolPy1{i r Py _ n L >u> >.i I U Na oL mb vLL 110 0 = N 0m00Eo C'2 �c 1 g a,Cq Ema:L '-c r YZ Q Fc- 0. Appendix C Signal Warrant Analysis Worksheets W W W W W w W W w W W w W W W W w W W w w w w w 00 Cn Cn Cn Cn Cn Cn Cn N Cn U fn 'r'� J J J J J Q Q Q Q Q m LL L¢L LLL LL LL LL L¢LLL LL 'U h h F- 1- hF- I- LL LLLLLLL.L -0 C1 N C 'C O W W W W W W W W W W W W W W W W W W W LLJ W W W W LO U O Cn Cl) N En CO Cn to fn Cn Cn Cn Cn Cn Cn Cn Cn m C J J J J J J J J J J J ) J J J J J Rl n LL LL l¢L LL LL LL LL LL L¢L LL LL LL" a L L LL L¢L L¢L LL M w � M N T p r N N O N 7 L ,,,,I� TE N O A N d m L Q aJ p 3 n � -6 9 Ny o $ � yin C.1 G 0 Q�7 G. > Z N CL ¢ Z5 ?uM•1 ii Q1 w w f in 1- rn ti OLU N N LU N U UJ N � W w W W W W W W W W W U) � Lu W (D �� QQQ < QQ ¢ QQ � CwccLY fE= wxcr LYCrQ ¢ Q� .C. W W LL LL LL LL W W LL F_ , h- h- ~ ~ h L.L LL LL LL U N G O W W W W W W W w W w LLJ W W W W L, W W LU L1J CO U)W W W W N �_ J J J J J J J = = J = Cyr _ _ _ _ _ _ `n J Cl) 1�/1 n L¢1. LL LL LL LL LL LL F- LL r � C� F- (Y l¢i L¢L. � LQL L¢L W W W W W W W W W j j j ? _ � 5 ? j .G w Q J J J J J J J J J R. `y Q. a. 0.. 0 m n ¢ ¢ Q Q Q Q Q LL Q lL LL LL LL W LL W LL LL LL LL1- 0 c W W W W W W W Lam,W M W W W W W W W W W W W W W W W W W W finW W J J Ln C,O J J J J J J J Of _ _ LL LL LL LL LL L1 LL. LL LL m W W W W W W W W W W W W W W W W W W W W W W W W LO w 0 w U In 0 0 U U Cn co Cn � Cn Cn co N co Ln Cn Cn Cn CnCn a ¢;, a ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ U � L!;¢ ¢ ¢ ¢ aaaaa C W LL LL LL LL LL LL LL LL LL LL W W LL LL LL LL LL W LL W W LL tog a v p O W W W W W W W W W W W W W W W W W W W W W W 's U O N Cn (n In fn N > > 7 7 > CD L¢ L¢L LL LL LL LL � � F CY R' � �R' LL LL Z LM N r .- r r W M n � Cl) N/ CD ai W II- Fi InU 0) -0 M NrO nM,J O NE mo o r- UrL m w m w ul -M N V W O� D M W CD1F. mQO M p cD -Wg , � N Oa o0 il'f In N .- r r CO ti CD N C) tWD M In CA O cD h M u^7 C Cn CT C. 0�0 oC e0 m m c0 N V N r a ¢ m �` M M :0 L0 N pM m pO t-- O Q M CD (D ��, tQAp ,Q Z .r- `7 ("') N � LD (OD 8 LD Z J � W a y W CD Q N~ L- r ,}u,�(r� ma's �+• S��4 ��L7 � y� O CD O v m O) M v [/: 00 V M �- N T � CNV 0 r co Q> cDN .0 a 0o lf c0 �OMMN NW cU t0 `r V N r M ¢ Q ¢ ¢ Q ¢ Q ¢ ¢ °- aaaaaaaaacL-°- O o 0 0 0 0 0 0 0 0 0 0 0 $ $ o 0 0 o S o $g o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o r _ r [V M � L!1 W A 00 M Or r V '-: CV L'7 4 6 CO ti CG m Appendix D Summary of Pipeline Project Traffic Volumes The Transpo Group Total Pipeline Projects•AM Peek Hour Y Ip M«IN11..Y 1 IN OVI oe n u J 4 W1 n 0 0 "— o 1 0 —1 m 0 an ro o x 'El" artOf u1 Y 1pMN Hrew 1 x Wr m 1m n ;J L! cur a o � L a 0 w a/ r 0 In Im oz rn 1 w at x Our Iov j'' m :1 ` L: W1 11 0 r 91 0 in Iw W1 w Y1 Ha 1 w 0n 7N I� Ian 4 Oft AT 11 111 11 ~ ~ 21 w 707 Is—� N 111 our r e1 N Iw - fro Out w wl a 1p l.Krp«1a 1 w Wf 910 p JL «� 1 4 WI o o � L o 0 0 —' o w 1 0 _+ 1 0 our r 0 0 )il Out w eN Y 1peoT«.wNa 0 w out io w L; !.n 1e !— 1e w w+ r N Is rN xv iN M w Y,IpA N W1 >rrpp1 �Ir ��44 1 1-. w 1>e x D N an r 101 10 1w ee M e ' N WI Ie1 1N r on x f L ro w o� 11 « lx Iv—} i ro out r x 7 1n Io )U Wr w 0 I/Ip A.dltl. r x Ouf NI .1 .� rL av n x—� L 11e 1 w 11 1M 0 �� 0 III o1A r 0 0 11 00 WI w 19e 01124P2WY 1:34 PM Bommen Home Depol The Trenepo Group Total Pipeline Projects-Noon Peek Hour INMtIe N 001 n a -+ r w e a MR A Ow ell Y I Me11. e1rl 1 N M 3UH IN O IN 4 I11 111�i I r 1 3N W/1 r It ar iN al wl OJt N FJ r lgn..Ye41GMe.Y N Wt at at M N o —t t• o e r N1 wl NI NO ao N 1 Y • 1 - F eel IW v r 4 PA m It a o III n —i ♦— w to M r n I w ry M MM�/nM p N M we �I01 Iwpi 4 1 4 0 0 t_ e . N wl /10 al In Y INr A.nee.«N « a1 ep oe r � Out tit a� t. 10 Y M Ie _- ~ le F 111 n �� w eJ al r r w IN m NI M N I Y IMMWNM I N M fin 6n 1N 4 art M s0�} t. In IV) N a— '— n NI Ia� f— a nl wI 9 el r 1 10 of NI R 331 M r IINM 1 W M pm0 nl �-I1 4W MA Ia N }_ W 1. W 10—� e « IN a e 1er o,n r Ie 1 n> at NA!F NI Yeq 1 N M 7n Ni 111 00 w w f t. IN .11 r 0 0 IN WI r IOJ Bozeman HNne Depot 01130IY003 1:33 Pn The Transpo Group Total Pipeline Projects•PM Peak Hour K INS FVNI,NenO 1 N OVf % % .� r � an 124 0 t_ 0 302 w 0 —' '— 0 IN o —� j— 302 0 OUT r 124 0 34 301 % outR et u2 14N A.we.4N It" ) W I - »1 156 1 4 L: OUT 0 0 t— 0 0 0 0 N III '16—� 0 r 0 »1 ,a 40 a0 out r 43, IM A,.N.kv CNWN I 1 N Ho", 446499 40 « 1 L. Wt 24 0 0 0 N 0 —' 0 IN23 22 0 0 WI r :0 0 ae ae eu OW N M 9NFMNWIA 1 wOVf I a6 'p� 7IJ! II � / 4 W, 12, In 62 IN N 20 ~ 12 N 'a 77 -�• II »1 OVr r 62 40 rat, 440 12e O0 w I» N.,h1M Aay,1a ) w our al tI �444 ♦ 1'I Li our 4 at L 6 a w 0 — .--- 4 IN a It _i 0 0 Wr r 0 � 0 444 a1 Ia oar w 4N KIIo1M✓INNtNa / OVf NW al t42! r 46 OUT 1026� 10 r�$1 16 —� �— 16 L� N 111 61 % a W I a 31 IN 6a 1% OU N t21 K140bN01AN ) N WI %4 6" .9 tT 1" OUT 20) 97 L 6t Or IN 40 29 N 2% 123 r 01 10 111 %6 in OVIR N ,1% K,2w FnO0n1x e0 e IN our 6a 6-1 2a OUT $20 96 L 03 IN 4, 10 —� — e I4 1.1 2D —� 3 ,K OV, r 10 ) m w W IN u! M IR+ArW�Ma It N OUr »1 3% 111 OIn IN 91 J t 133 I11 11 13 —F ~ % IN too 0 0 111 vt m 0 0 ,II ,% Bozeman Hoe Depot W, .,-- 01/24PIM 12:03 PM Appendix E Year 2014 Forecasts for Tschache Lane/N. 19th Avenue The Transpo Group A P N.19th AvelProject Dr 5 IN OUT 2049 1280 2022 :j 1 OUT 27 0 �- 0 0 IN 0 —� �- 0 IN 20 20 0 0 OUT r 0 0 1280 2042 1280 OUT P IN 3349 102% N.19th AvelTschache Dr 6 IN OUT 1932 1280 1861 :� 1 20 OUT 183 67 —? t— 10 48 IN 18 —� ♦— 18 IN 154 68 —� 20 58 OUT r 114 20 1203 1949 1336 OUT IN 3470 104% Bozeman Home Depot 01/23/2002 3:25 PM The Transpo Group /A;�dny pk N.19th Ave/Project Dr 5 IN OUT 1962 2456 1906 1 OUT 56 0 L— 0 0 IN 0 —� f— 0 IN 44 44 —� 0 0 OUT r 0 0 2456 1950 2456 OUT R IN 4461 101% N.19th Ave/Tschache Dr 6 IN OUT 1970 2471 1801 I I105 OUT 302 119 `t--► 115 198 IN 22 ♦— 23 IN 272 131 —� ,�� 60 187 OUT I r 215 60 2237 1992 2512 OUT IN 4952 103% Bozeman Home Depot 01/23/2002 3:48 PM The Transpo Group N.19th Ave/Project Dr 5 IN OUT 1939 2751 1899 :� 1 OUT 40 0 t— 0 0 IN 0 —� ♦— 0 IN 39 39 —�, 0 0 OUT r 0 0 2751 1938 2751 OUT R IN 4729 100% N.19th Ave/Tschache Dr 6 IN OUT 1978 H 2766 1815 57I I I105 OUT 258 108 ~—� L' 110 216 IN 22 —� ~— 21 IN 253 123 85 187 OUT r 180 60 2547 2024 2787 OUT IN 5234 102% Bozeman Home Depot 01/23/2002 3:56 PM