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HomeMy WebLinkAbout007_TrafficImpactStudyUpdateLetter February 20, 2026 Taylor Lonsdale, PE City of Bozeman 20 East Olive Street Bozeman, MT 59715 Reference: Traffic Impact Study Update Letter – Bozeman Health Phases 2 & 3 Project No. 17095.16 Dear Taylor: The purpose of this letter is to provide a traffic impact study (TIS) update for Phases 2 and 3 of the Bozeman Health Deaconess Regional Medical Center Master Plan. An initial TIS was completed in support of the original master site plan, which was submitted in November of 2023. A new TIS was submitted in May of 2025 to reflect the most current phasing plan. Additionally, a TIS update letter was submitted in May of 2025 for Phase 1 of the master plan. The following letter will address the proposed Phases 2 and 3, providing updated trip generation and traffic volume projection calculations, site operations analysis, and parking calculations. On-site and off-site improvements will also be evaluated. Site Location and Layout The current Phase 2 plan proposes an emergency department (ED) expansion which would add an estimated 23 exam rooms across 13,542 square feet. Phase 3 proposes two additional floors (37,500 total square feet) for the Bridger Tower, which would include 40 new in-patient beds. Between the two building expansions, 50 full-time equivalent (FTE) employees will be added. Both buildings are located west of Highland Boulevard and south of Ellis Street on the existing hospital campus in Bozeman, Montana. Figure 1 (Attachment A) illustrates the proposed layout of Phases 2 and 3. In addition to expansions of the above buildings, a reconfiguration of the existing ambulance loop is proposed to be constructed. Currently, there is a connection between Lots B and C, which also provides access to the ambulance loop. The reconstruction plan proposes that the connection between the two lots will be closed, with the ambulance loop reconstructed to include bays for angled parking for the emergency vehicles with space for mobile MRI machines. The existing helipad will be reconstructed to be slightly further from the building, and a temporary helipad will be built in the southeast corner of Parking Lot C during construction, which will require Mr. Taylor Lonsdale February 20, 2026 Page 2 the temporary closure of 20 parking spaces. Figure 1 also illustrates the design for this proposed layout. Existing Conditions Traffic data was collected at the study area intersections on Tuesday, January 6, 2026. The weekday AM and PM peak hour periods were found to occur from 7:30 to 8:30 AM and 4:30 to 5:30 PM, respectively. Figure 2 in Attachment A summarizes the calculated Existing Conditions (2026) peak hour turning movement volumes for the AM and PM Peak hours. Detailed traffic count data worksheets are included in Attachment B. The Existing Conditions (2026) intersection capacity calculations showed that all study area intersections and approaches currently operate at LOS C or better for both peak hours except for the eastbound approach of the Highland Boulevard/Ellis Street intersection which operates at LOS D during the PM peak hour with 95th percentile queues up to 10 vehicles. The 95th percentile queues are minimal at the remaining stop-controlled intersections. Figure 2 also shows the Existing Conditions (2026) LOS results at each intersection. A detailed capacity summary table and capacity calculation worksheets can be found in Attachment C. Crash History Updated historical crash data was requested from MDT for the five-year period from January 1, 2020 through December 31, 2024 for all study area intersections. The crash data was analyzed for the purpose of calculating intersection crash and severity rates and evaluating collision type trends. The 2025 Master Plan TIS crash analysis included data from 2017-2021. Of the three total crashes included in the 2020-2024 dataset, only the right-angle crash at the Highland Boulevard/Ellis Street intersection occurred after the previous analysis period. Tables 1 and 2 on page three illustrate the results of that analysis. Intersection crash frequency rates were calculated on the basis of crashes per million vehicles entering (MVE). The MVE metric was estimated based on published historical ADT volumes from the MDT website and 2026 peak hour counts. The calculated intersection crash frequency rates are in Table 1. As in the Master Plan TIS, HSM methodology was used to calculate predicted crash rates for the study intersections. Predicted crash frequencies were compared with historical crash rates and results show that the historical crash rates remain lower than predicted at all intersections. The updated HSM rate predictions and five-year crash totals for each intersection are summarized in Table 1. Mr. Taylor Lonsdale February 20, 2026 Page 3 Severity indices were also updated for the study area intersections. At the two locations with reported crashes, the severity index was 1.00 since no injury crashes occurred. The severity index results are also shown in Table 1. Collision type was also evaluated for the purpose of identifying any significant trends in the crash data. The three reported collision types were rear end, right angle, and bicycle. Table 2 below presents the results of that analysis. The rear-end collision occurred on the southbound approach of Highland Boulevard at the intersection with the Lots B/C Access and involved an impaired driver. If the lead vehicle slowed before merging into the turn lane, there is potential that the following vehicle did not react in time to reduce speed and avoid the collision. There was one reported right-angle collision at the Highland Boulevard/Ellis Street intersection. Right-angle crashes often occur at signalized intersections due to red light running, which may or may not be due to driver distraction, inadequate all-red clearance times, or other factors. This collision occurred with snow on the roadway which may have also been a contributing factor. The bicycle collision at the Highland Boulevard/Ellis Lane intersection involved a northbound vehicle and did not result in any reported injuries. More information would be needed to understand the potential cause of this collision. Table 1: Crash History – Frequency and Severity Statistics PDO Injury Fatality Average Crash Frequency (Crash/Yr) Crash Rate (Crash/ MVE) Severity Index Predicted Average Crash Frequency (Crash/Yr) Predicted Crash Rate (Crash/ MVE) Highland Blvd & Ellis St 9741 2 2 0 0 0.40 0.11 1.00 1.24 0.35 Highland Blvd & Lots B/C Access 6826 1 1 0 0 0.20 0.08 1.00 0.39 0.16 1 Daily Entering Volume (DEV) estimated from 2026 peak hour counts and 2020-2024 MDT published ADTs 2 Crashes reported from January 1, 2020 to December 31, 2024 3 Crash rates expressed as crashes per million vehicles entering (MVE) ⁴ Rates calculated using Highway Safety Manual (HSM) 1st Edition predictive methodology HSM Predictions⁴ Intersection Crash Data3Crash Type 2020- 2024 DEV1 Reported Crashes2 Table 2: Crash History – Collision Type Rear End Right Angle Bicycle Total Highland Blvd & Ellis St 1 1 2 Highland Blvd & Lots B/C Access 1 1 Collision Type Mr. Taylor Lonsdale February 20, 2026 Page 4 At the Highland Boulevard/Lots C/H Access intersection, there is a sign prohibiting northbound left-turn movements into the site. The traffic counts revealed there were 16 northbound left-turn movements in the AM peak hour and three in the PM peak hour. If this restriction were to be removed, a left-turn lane should be considered to ensure safe operations. Since this approach is downhill, a safety hazard could be created from drivers slowing down in the shared lane. It is important to note that all of the above evaluations of crash types and causes are speculative, and more detailed information about individual crashes would be needed to determine exact causes for each collision and identify whether any specific trends are present. Trip Generation This study utilized Trip Generation, 12th Edition, published by the Institute of Transportation Engineers (ITE), which is the most widely accepted source in the United States or determining trip generation projections. For the purposes of this study, Land Use Code 610 – Hospital was utilized to project trip generation for Phases 2 and 3 of the Bozeman Health Deaconess Regional Medical Center. Table 3 below illustrates the results of the trip generation calculations for the site. Phase 2 (ED expansion) is projected to generate 145 gross average weekday trips with 11 trips (7 entering/4 exiting) generated during the AM peak hour and 12 trips (4 entering/8 exiting) generated during the PM peak hour. Phase 3 (Bridger Tower expansion) is projected to generate 401 gross average weekday trips with 30 trips (20 entering/10 exiting) generated during the AM peak hour and 32 trips (11 entering/21 exiting) generated during the PM peak hour. In total, Phases 2 and 3 are projected to generate 546 total gross average weekday trips with 41 trips (27 entering/14 exiting) generated during the AM peak hour and 44 trips (15 entering/29 exiting) generated during the PM peak hour. Table 3: Bozeman Health ED & Bridger Tower Expansion Trip Generation Summary Intensity Units total enter exit total enter exit total enter exit ED Expansion1 13.5 1000 SF GFA 145 73 72 11 7 4 12 4 8 Bridger Tower Expansion1 37.5 1000 SF GFA 401 201 200 30 20 10 32 11 21 546 274 272 41 27 14 44 15 29 (1) Hospital - Land Use 610* Units = 1000 SF GFA Average Weekday: Average Rate = 10.70 (50% entering/50% exiting) Peak Hour of the Adjacent Street, One Hour between 7 and 9 AM: Average Rate = 0.79 (68% entering/32% exiting) Peak Hour of the Adjacent Street, One Hour between 4 and 6 PM: Average Rate = 0.86 (34% entering/66% exiting) *Trip Generation, 12th Edition, Institute of Transportation Engineers, 2025 Phase 2 Phase 3 Total Gross Trips PM Peak HourLand Use Independent Variable Average Weekday AM Peak Hour Mr. Taylor Lonsdale February 20, 2026 Page 5 The above totals reflect an increase of 120 average weekday trips over the Phase 2 and 3 totals included in the 2025 Master Plan TIS, with 9 additional AM peak hour trips and 10 additional PM peak hour trips. Although the updated sizes of the ED Expansion and Bridger Tower Expansion result in higher trip generation, the overall impact to the study intersections is still expected to be minimal. Trip Distribution, Traffic Assignment, and Future Projections The trip distribution for this study was consistent with the 2025 Master Plan TIS trip distribution. Site-generated trips for the ED and Bridger Tower expansions were assigned to the campus access intersections based on a weighted distribution considering the number of spaces in each parking lot as well as the locations of the expansions. The results of the traffic assignment exercise for the Future (2029) scenario are illustrated in Figure 3 (Attachment A). Existing volumes were shifted to account for the ongoing construction of Phase 1 and proposed construction of Phases 2 and 3. Ingress/egress volumes at Lot I were shifted to Lot E. Internal movements between Lots B and C were updated to account for the closure of the lot connection. Future projections were then calculated by combining trip assignments from both phases with Existing Conditions (2026) volumes. To be consistent with the master TIS, a background growth rate of 2.0 percent was utilized to model ambient growth for thru movements along Highland Boulevard. For the purposes of this analysis, it was assumed that both phases would be constructed by 2029. Figure 4 (Attachment A) illustrates the resulting AM and PM peak hour future (2029) traffic volume projections. Future Operations Analysis Capacity calculations were performed for the Future (2029) scenario based on the AM and PM traffic volume projections presented in Figure 4. Peak hour factors (PHFs) for the design year were assumed to be 0.92 for all intersections, per HCM guidelines and common industry practice for future scenarios. The assumed values were utilized to not overestimate future congestion in the study area. Figure 4 also illustrates the Future (2029) LOS results at each intersection. The results of the Future (2029) intersection capacity calculations show that all study area intersections and approaches are projected to operate at LOS C or better during both peak hours with minimal to moderate 95th percentile queues. A slight improvement of one second is projected at the Highland Boulevard/Ellis Street intersection due to the assumed larger PHF in combination with volume growth, as Mr. Taylor Lonsdale February 20, 2026 Page 6 the signal timing at this intersection may be better suited for a larger number of vehicles than it currently experiences. Additionally, the Existing Conditions (2026) delay on the eastbound approach was very close to the LOS C cutoff threshold during the PM peak hour. The combination of volume growth balancing the actuated signal timing and increased PHFs resulted in the delay value decreasing below the LOS C threshold on the eastbound approach. A detailed intersection capacity summary table and capacity calculation worksheets for the Future (2029) traffic projections scenario can be found in Attachment D. Parking Analysis An inventory of parking availability found that before construction of Phase 1 began, the Bozeman Health Deaconess Regional Medical Center provided 1,692 parking spaces. When completed, Phase 1 will add 195 net new parking spaces. Phases 2 and 3 do not propose any changes to the provided parking spaces, aside from the temporary closure of 20 spaces during construction to accommodate the interim helipad location. Section 38.540.050 of the Bozeman Unified Development Code (UDC) outlines the number of parking spaces required for residential and non-residential uses. Table 4 below provides a summary of the calculations completed to address the UDC requirements, including summaries of general land use information and code- required parking calculations. For Phases 2 and 3, those calculations are based on the number of new hospital beds. According to the UDC, one space must be provided for each hospital bed. It was calculated that 40 parking spaces are required for the Bridger Tower and ED Expansion. The 2025 Master Plan TIS found that the Bozeman Health Deaconess Regional Medical Center currently provides 185 percent more than the UDC requirement. Therefore, there is sufficient parking available for Phases 2 and 3. Table 4: Bozeman Health ED & Bridger Tower Expansion Parking Requirements Description Land Use Type Units (Phases 2&3) Hours of Operation Parking Rate Parking Spaces Required (Phases 2&3) Bozeman Health Campus Hospital 40 Beds 24/7 1/ Bed 40 Total 40 Site Characteristics Code Required Parking Mr. Taylor Lonsdale February 20, 2026 Page 7 Recommendations Based on the above analysis, no immediate changes are recommended to accommodate the construction of Phases 2 and 3. However, it should be considered to install a northbound left-turn lane or median restriction at the Highland Boulevard/Lots C/H access if the signed turning restriction is continually not observed by drivers. Installation of a raised median would prevent left turns into and out of that location, while a turn lane would allow for full movements, with northbound left-turning vehicles separated from thru traffic on a downhill approach. The proposed Phase 2 and 3 plans are generally consistent with the most recent TIS, with slight increases in the projected site-generated trips. The parking analysis has revealed there is sufficient parking available for the Phase 2 and 3 expansions. If you have any questions about this assessment, or if additional analysis is required, please feel free to contact me at 406.922.4326 or astoltzfus@sanbell.com. Sincerely, Audrey Stoltzfus, PE, RSP2I Project Engineer SJW/ars/jhs/SG Enc. Attachment A. Figures Attachment B. Traffic Count Data Worksheets Attachment C. Capacity Calculations - Existing Conditions (2026) Attachment D. Capacity Calculations - Future (2029) P:17095.16_Bozeman_Health_ED_&_BT_Expansion_2.20.2026 FIGURES ATTACHMENT A E D C F G H I FIGURE 1: PHASES 2 & 3 SITE PLAN OLD HIGHLAND BLVDB A HIGH L A N D B L V D PHASE 2 PHASE 3 FIGURE 2:EXISTING CONDITIONS (2026)PEAK HOUR TRAFFIC VOLUMESAM Peak HourPM Peak HourLOS A (A)LOS AM (PM)KEYXX(XX)1356748101110(4)(223) 26(0) 0LOS A (B)LOSA (A)LOSA (A)0 (0)309 (29)LOSA (A)11(43)23(2)247(343)(267)290(24)291(262) 34(6) 3(4) 1LOS A (A)LOSC (D)LOSA (B)LOS A (A)17 (27)35 (82)7 (3)LOSC (B)30(19)(16)54310(6)255(332)(292)271(10)39(32) 22(6) 9LOS A (A)LOSB (B)LOSA (A)LOS A (A)40(0)0(0)(0)3(1)0(2) 1(35) 14(0) 0LOS A (A)LOSA (A)LOSA (A)LOS A (A)13 (1)7 (0)83 (35)LOSA (A)2(11)(4)357166(15)253(235)(304)137(10)47(34) 12(106) 16LOS A (A)LOSB (B)LOSA (A)LOS A (A)81(0)3(2)(2)3(0)0(0) 2(5) 5(0) 2LOS A (A)LOSA (A)LOSA (A)LOS B (A)17 (7)183 (17)9 (1)LOSA (A)8(15)(118)151216(200)(16)237LOS A (A)LOSA (A)LOS A (A)12 (12)8 (26)LOSB (B)21(6)(11)68115(0)20(78)(14)67(8)156(114) 10(3) 1(4) 2LOS A (A)LOSB (B)LOSA (A)LOS A (A)5 (9)8 (13)4 (0)LOSA (A)28(12)(6)26616(3)255(265)(278)172(3)39(48) 23(37) 14LOS A (A)LOSB (B)LOSA (A)LOS A (A)231(12)241(300)(269)207(24)72(44) 17(6) 2LOS A (A)LOSB (B)LOSA (A)LOS A (A)ELLIS STHIGHLAND BLVD OLD HIGHLAND BLVD129 9137(19)(94)18LOS A (A)LOSA (A)LOS A (A)1 (10)0 (28)LOSB (A)1(0)(0)151081(2)43(39)(24)29(0)23(30) 2(1) 0(62) 4LOS A (A)LOSA (A)LOSA (A)LOS A (A)1 (8)8 (21)0 (0)LOSA (A)14(5)(2)23 FIGURE 3: FUTURE (2029) TRIP DISTRIBUTION AND TRAFFIC ASSIGNMENT 1 3 67 8 1 0 (0) (2) 1 (0) 0 0 (0) 2 (1) 0 (0) 2 0 (0) 9 (18) (9) 17 (1) 2 (2) 1 (0) 0 (0) 0 1 (1) 0 (0) 0 (0) 1 (2) (0) 0 3 4 (2) 2 (4) (2) 4 (8) 14 (14) 7 (4) 2 5 2 2 (1)4 (2) (4) 2 (2) 4 (4) 2 (2) 0 ELLIS ST HIGHLAND BLVD5 7 1 (1) 6 (3) (6) 2 (0) 0 (0) 0 (1) 1 8 0 (0) 0 (0) (0) 0 (0) 0 (0) 0 (0) 0 (0) 0 0 (0) 1 (1) 0 (0) 0 (0) (1) 1 12 1 (2) (1) 2 0 (0) 0 (0) 0 (0) (0) 011 0 (0) 0 (0) (0) 0 (1) 2 (2) 1 (0) 0 (0) 0 0 (0) 0 (0) 0 (0) 0 (0) (0) 0 6 0 (0)6 (3) (6) 2 (0) 0 (0) 0 (0) 0 9 1 (1) (1) 1 0 (0) 0 (0) 0 (0) (0) 0 10 1 (1) 0 (0) (0) 0 (0) 0 (0) 0 (0) 0 (1) 1 0 (0) 0 (0) 0 (0) 0 (0) (0) 0 10 11 OLD HIGHLAND BLVD12 9 KEY AM Peak Hour PM Peak Hour Distribution KEY XX (XX) [XX%][70%][5%][25%] FIGURE 4: FUTURE (2029) PEAK HOUR TRAFFIC VOLUMES 1 3 67 8 1 0 (4) (225) 27 (0) 0 LOS A (A) LOS A (A) LOS A (A)0 (0) 311 (30) LOS A (A) 11 (43) 2 3 (2) 271 (382) (292) 325 (25) 293 (264) 35 (6) 3 (4) 1 LOS A (A) LOS C (C) LOS A (B) LOS A (A) 19 (30) 37 (87) 7 (3) LOS C (B) 33 (22) (17) 57 3 16 (8) 273 (356) (312) 287 (18) 58 (48) 31 (12) 12 LOS A (A) LOS B (C) LOS A (A) LOS A (A) 5 2 31 (13)262 (320) (289) 222 (26) 71 (46) 1 7 (6) 1 LOS A ( A ) LOS B (B) LOS A (A) LOS A ( A ) AM Peak Hour PM Peak Hour LOS A (A)LOS AM (PM) KEY XX (XX) ELLIS ST HIGHLAND BLVD5 7 167 (16) 274 (252) (329) 147 (10) 47 (34) 12 (107) 17 LOS A (A) LOS B (B) LOS A (A) LOS A (A) 8 1 (0) 3 (2) (2) 3 (0) 0 (0) 2 (5) 5 (0) 2 LOS A (A) LOS A (A) LOS A (A) LOS A (A) 17 (7) 184 (18) 9 (1) LOS A (A) 8 (15) (119) 16 12 17 (202) (17) 239 LOS A (A) LOS A (A) LOS A (A) 12 (12) 8 (26) LOS B (A) 21 (6) (11) 6811 5 (0) 20 (50) (14) 52 (9) 173 (144) 11 (3) 1 (4) 2 LOS A (A) LOS B (B) LOS A (A) LOS A (A) 5 (9) 8 (13) 4 (0) LOS A (A) 28 (12) (6) 26 6 16 (3) 277 (284) (301) 185 (3) 39 (48) 2 3 (37) 1 4 LOS A ( A ) LOS B (B) LOS A (A) LOS A ( A ) 9 139 (20) (105) 20 LOS A (A) LOS A (A) LOS A (A) 0 (0) 0 (0) LOS A (A) 0 (0) (0) 0 10 83 (3) 43 (11) (24) 14 (0) 23 (62) 2 (1) 0 (41) 6 LOS A (A) LOS A (A) LOS A (A) LOS A (A) 1 (8) 8 (21) 0 (0) LOS A (A) 14 (5) (2) 23 10 11 OLD HIGHLAND BLVD12 9 TRAFFIC COUNT DATA WORKSHEETS ATTACHMENT B Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 0 0 0 0 1 0 0 0 1 0 5 0 0 5 0 70 0 0 70 76 7:45 AM 0 0 0 0 0 2 0 0 0 2 0 5 0 0 5 0 88 0 0 88 95 8:00 AM 0 0 0 0 0 4 0 0 0 4 0 7 0 0 7 0 82 0 0 82 93 8:15 AM 0 0 0 0 0 4 0 0 0 4 0 9 0 0 9 0 69 0 0 69 82 Grand Total 0 0 0 0 0 11 0 0 0 11 0 26 0 0 26 0 309 0 0 309 346 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 Total %0.0 0.0 0.0 0.0 0.0 3.2 0.0 0.0 0.0 3.2 0.0 7.5 0.0 0.0 7.5 0.0 89.3 0.0 0.0 89.3 100.0 PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.88 0.88 0.91 RT TH LT U 0 0 0 0 0RT309TH0LT0UU0LT0TH26RT00 0 0 11 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Lot G Access AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Lot G Access Northbound Ellis Street Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Lot G Access & Ellis StCounted By:Ellis StreetEllis Street26City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion N/A Ellis Street Ellis Street Vehicle Volumes and Adjustments N/A 0 In Out 0 Lot G Access 11 InOut 0In309 In309Out37Total Entering 346Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 0 0 0 0 0 10 0 0 0 10 0 39 0 0 39 0 6 0 0 6 55 4:45 PM 0 0 0 0 0 11 0 0 0 11 0 54 0 0 54 0 10 0 0 10 75 5:00 PM 0 0 0 0 0 14 0 0 4 18 0 76 0 0 76 0 7 0 0 7 101 5:15 PM 0 0 0 0 0 8 0 0 0 8 0 54 0 0 54 0 6 0 0 6 68 Grand Total 0 0 0 0 0 43 0 0 4 47 0 223 0 0 223 0 29 0 0 29 299 Medium Truck %0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 100.0 12.8 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 3.4 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 0.0 0.0 0.0 4.7 0.0 0.0 100.0 12.8 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 3.4 Total %0.0 0.0 0.0 0.0 0.0 14.4 0.0 0.0 1.3 15.7 0.0 74.6 0.0 0.0 74.6 0.0 9.7 0.0 0.0 9.7 100.0 PHF 1.00 1.00 1.00 0.65 0.65 0.65 0.73 0.73 0.73 1.00 1.00 1.00 0.74 RT TH LT U 0 0 0 0 0RT29TH0LT0UU0LT0TH223RT04 0 0 43 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Lot G Access & Ellis St North/South Street:Lot G Access Ellis Street Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Ellis StreetOut29Vehicle Volumes and Adjustments N/A Lot G Access Ellis Street Ellis Street Southbound Northbound Eastbound Westbound In223266OutN/A In Out 0 0 Lot G Access 29InEllis StreetTotal Entering 299 4 47 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 62 65 13 0 140 5 60 0 0 65 0 0 7 0 7 10 3 3 0 16 228 7:45 AM 84 85 12 0 181 4 61 0 0 65 0 1 6 0 7 7 2 6 0 15 268 8:00 AM 79 65 8 0 152 16 67 3 0 86 1 2 8 0 11 9 1 3 0 13 262 8:15 AM 66 75 21 0 162 5 59 0 0 64 0 0 13 0 13 9 1 5 0 15 254 Grand Total 291 290 54 0 635 30 247 3 0 280 1 3 34 0 38 35 7 17 0 59 1012 Medium Truck %0.3 1.4 0.0 0.0 0.8 0.0 2.8 0.0 0.0 2.5 0.0 0.0 0.0 0.0 0.0 5.7 0.0 17.6 0.0 8.5 Heavy Truck %0.0 1.4 0.0 0.0 0.6 0.0 1.2 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.3 2.8 0.0 0.0 1.4 0.0 4.0 0.0 0.0 3.6 0.0 0.0 0.0 0.0 0.0 5.7 0.0 17.6 0.0 8.5 Total %28.8 28.7 5.3 0.0 62.7 3.0 24.4 0.3 0.0 27.7 0.1 0.3 3.4 0.0 3.8 3.5 0.7 1.7 0.0 5.8 100.0 PHF 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.98 0.98 0.94 RT TH LT U 291 290 54 0 35RT7TH17LT0UU0LT34TH3RT10 3 247 30 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Highland Boulevard Northbound Ellis Street Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland Blvd & Ellis StCounted By:Ellis StreetEllis Street38City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Highland Boulevard Ellis Street Ellis Street Vehicle Volumes and Adjustments Highland Boulevard 635 In Out 316 Highland Boulevard 280 InOut 308In301 In59Out87Total Entering 1012Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 4 60 8 0 72 5 91 0 0 96 1 2 46 0 49 23 2 8 0 33 250 4:45 PM 8 66 4 0 78 4 72 1 0 77 1 1 62 0 64 31 1 8 0 40 259 5:00 PM 7 74 2 0 83 8 92 0 0 100 2 2 91 0 95 17 0 7 0 24 302 5:15 PM 5 67 2 0 74 2 88 1 0 91 0 1 63 0 64 11 0 4 0 15 244 Grand Total 24 267 16 0 307 19 343 2 0 364 4 6 262 0 272 82 3 27 0 112 1055 Medium Truck %0.0 0.7 0.0 0.0 0.7 0.0 1.7 0.0 0.0 1.6 25.0 0.0 0.4 0.0 0.7 0.0 33.3 7.4 0.0 2.7 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.7 0.0 0.0 0.7 0.0 2.0 0.0 0.0 1.9 25.0 0.0 0.4 0.0 0.7 0.0 33.3 7.4 0.0 2.7 Total %2.3 25.3 1.5 0.0 29.1 1.8 32.5 0.2 0.0 34.5 0.4 0.6 24.8 0.0 25.8 7.8 0.3 2.6 0.0 10.6 100.0 PHF 0.92 0.92 0.92 0.91 0.91 0.91 0.72 0.72 0.72 1.00 1.00 1.00 0.87 RT TH LT U 24 267 16 0 82RT3TH27LT0UU0LT262TH6RT40 2 343 19 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Highland Blvd & Ellis St North/South Street:Highland Boulevard Ellis Street Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Ellis StreetOut29Vehicle Volumes and Adjustments Highland Boulevard Highland Boulevard Ellis Street Ellis Street Southbound Northbound Eastbound Westbound In27241OutHighland Boulevard In Out 307 687 Highland Boulevard 112InEllis StreetTotal Entering 1055 298 364 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 13 53 0 0 66 0 58 3 0 61 1 0 4 0 5 0 0 0 0 0 132 7:45 AM 12 83 0 0 95 0 61 1 0 62 1 0 6 0 7 0 0 0 0 0 164 8:00 AM 7 62 0 0 69 0 76 3 0 79 5 0 9 0 14 0 0 0 0 0 162 8:15 AM 7 73 0 0 80 0 60 3 0 63 2 0 3 0 5 0 0 0 0 0 148 Grand Total 39 271 0 0 310 0 255 10 0 265 9 0 22 0 31 0 0 0 0 0 606 Medium Truck %0.0 2.6 0.0 0.0 2.3 0.0 2.7 0.0 0.0 2.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 1.1 0.0 0.0 1.0 0.0 1.2 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 3.7 0.0 0.0 3.2 0.0 3.9 0.0 0.0 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %6.4 44.7 0.0 0.0 51.2 0.0 42.1 1.7 0.0 43.7 1.5 0.0 3.6 0.0 5.1 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.82 0.82 0.82 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.92 RT TH LT U 39 271 0 0 0RT0TH0LT0UU0LT22TH0RT90 10 255 0 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Highland Boulevard Northbound Lots A/B Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland Blvd & Lots A/B AccessCounted By:Lots A/B AccessN/A31City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Highland Boulevard N/A Lots A/B Access Vehicle Volumes and Adjustments Highland Boulevard 310 In Out 277 Highland Boulevard 265 InOut 280In49 In0Out0Total Entering 606Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 1 68 0 0 69 0 93 1 0 94 1 0 6 0 7 0 0 0 0 0 170 4:45 PM 2 76 0 0 78 0 70 2 0 72 3 0 7 0 10 0 0 0 0 0 160 5:00 PM 3 79 0 0 82 0 89 1 0 90 2 0 8 0 10 0 0 0 0 0 182 5:15 PM 4 69 0 0 73 0 80 2 0 82 0 0 11 0 11 0 0 0 0 0 166 Grand Total 10 292 0 0 302 0 332 6 0 338 6 0 32 0 38 0 0 0 0 0 678 Medium Truck %0.0 2.1 0.0 0.0 2.0 0.0 1.8 0.0 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 2.1 0.0 0.0 2.0 0.0 2.1 0.0 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %1.5 43.1 0.0 0.0 44.5 0.0 49.0 0.9 0.0 49.9 0.9 0.0 4.7 0.0 5.6 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.92 0.92 0.92 0.94 0.94 0.94 0.95 0.95 0.95 1.00 1.00 1.00 0.93 RT TH LT U 10 292 0 0 0RT0TH0LT0UU0LT32TH0RT60 6 332 0 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Highland Blvd & Lots A/B Access North/South Street:Highland Boulevard Lots A/B Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Lots A/B AccessOut16Vehicle Volumes and Adjustments Highland Boulevard Highland Boulevard Lots A/B Access N/A Southbound Northbound Eastbound Westbound In380OutHighland Boulevard In Out 302 364 Highland Boulevard 0InN/ATotal Entering 678 298 338 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 2 1 0 3 0 0 0 0 0 0 2 0 0 2 2 16 3 0 21 26 7:45 AM 0 1 1 0 2 0 0 0 0 0 0 3 0 0 3 2 27 5 0 34 39 8:00 AM 0 0 1 0 1 1 0 0 0 1 0 5 0 0 5 0 20 2 0 22 29 8:15 AM 0 0 0 0 0 1 0 0 0 1 0 4 1 0 5 3 20 3 0 26 32 Grand Total 0 3 3 0 6 2 0 0 0 2 0 14 1 0 15 7 83 13 0 103 126 Medium Truck %0.0 0.0 33.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 0.0 0.0 5.8 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 33.3 0.0 16.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.2 0.0 0.0 5.8 Total %0.0 2.4 2.4 0.0 4.8 1.6 0.0 0.0 0.0 1.6 0.0 11.1 0.8 0.0 11.9 5.6 65.9 10.3 0.0 81.7 100.0 PHF 0.75 0.75 0.75 1.00 1.00 1.00 1.00 1.00 1.00 0.76 0.76 0.76 0.81 RT TH LT U 0 3 3 0 7RT83TH13LT0UU0LT1TH14RT00 0 0 2 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Parking Lot Connection AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Parking Lot Connection Northbound Lots B/C Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Parking Lot Connection & Lots B/C AccessCounted By:Lots B/C AccessLots B/C Access15City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Parking Lot Connection Lots B/C Access Lots B/C Access Vehicle Volumes and Adjustments Parking Lot Connection 6 In Out 8 Parking Lot Connection 2 InOut 16In83 In103Out19Total Entering 126Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 0 0 2 0 2 2 0 0 0 2 0 10 0 0 10 0 7 0 0 7 21 4:45 PM 0 0 1 0 1 5 0 0 0 5 0 4 0 0 4 0 8 1 0 9 19 5:00 PM 1 0 1 0 2 1 0 0 0 1 0 11 1 0 12 0 10 0 0 10 25 5:15 PM 0 0 0 0 0 3 0 0 0 3 0 10 1 0 11 0 10 0 0 10 24 Grand Total 1 0 4 0 5 11 0 0 0 11 0 35 2 0 37 0 35 1 0 36 89 Medium Truck %0.0 0.0 25.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 16.7 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 25.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 17.1 0.0 0.0 16.7 Total %1.1 0.0 4.5 0.0 5.6 12.4 0.0 0.0 0.0 12.4 0.0 39.3 2.2 0.0 41.6 0.0 39.3 1.1 0.0 40.4 100.0 PHF 0.63 0.63 0.63 1.00 1.00 1.00 0.77 0.77 0.77 0.90 0.90 0.90 0.89 RT TH LT U 1 0 4 0 0RT35TH1LT0UU0LT2TH35RT00 0 0 11 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Parking Lot Connection & Lots B/C Access North/South Street:Parking Lot Connection Lots B/C Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Lots B/C AccessOut36Vehicle Volumes and Adjustments Parking Lot Connection Parking Lot Connection Lots B/C Access Lots B/C Access Southbound Northbound Eastbound Westbound In3750OutParking Lot Connection In Out 5 2 Parking Lot Connection 36InLots B/C AccessTotal Entering 89 1 11 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 14 46 0 0 60 0 51 7 0 58 1 0 2 0 3 0 0 0 0 0 121 7:45 AM 22 54 0 0 76 0 63 12 0 75 1 0 3 0 4 0 0 0 0 0 155 8:00 AM 18 46 0 0 64 0 73 4 0 77 0 0 7 0 7 0 0 0 0 0 148 8:15 AM 18 61 0 0 79 0 54 8 0 62 0 0 5 0 5 0 0 0 0 0 146 Grand Total 72 207 0 0 279 0 241 31 0 272 2 0 17 0 19 0 0 0 0 0 570 Medium Truck %4.2 1.0 0.0 0.0 1.8 0.0 1.2 3.2 0.0 1.5 0.0 0.0 5.9 0.0 5.3 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 1.4 0.0 0.0 1.1 0.0 1.2 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %4.2 2.4 0.0 0.0 2.9 0.0 2.5 3.2 0.0 2.6 0.0 0.0 5.9 0.0 5.3 0.0 0.0 0.0 0.0 0.0 Total %12.6 36.3 0.0 0.0 48.9 0.0 42.3 5.4 0.0 47.7 0.4 0.0 3.0 0.0 3.3 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.92 0.92 0.92 0.91 0.91 0.91 1.00 1.00 1.00 1.00 1.00 1.00 0.92 RT TH LT U 72 207 0 0 0RT0TH0LT0UU0LT17TH0RT20 31 241 0 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Highland Boulevard Northbound Lots B/C Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland Blvd & Lots B/C AccessCounted By:Lots B/C AccessN/A19City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Highland Boulevard N/A Lots B/C Access Vehicle Volumes and Adjustments Highland Boulevard 279 In Out 258 Highland Boulevard 272 InOut 209In103 In0Out0Total Entering 570Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 5 62 0 0 67 0 82 2 0 84 0 0 14 0 14 0 0 0 0 0 165 4:45 PM 7 75 0 0 82 0 62 2 0 64 2 0 8 0 10 0 0 0 0 0 156 5:00 PM 6 71 0 0 77 0 83 4 0 87 3 0 10 0 13 0 0 0 0 0 177 5:15 PM 6 61 0 0 67 0 73 4 0 77 1 0 12 0 13 0 0 0 0 0 157 Grand Total 24 269 0 0 293 0 300 12 0 312 6 0 44 0 50 0 0 0 0 0 655 Medium Truck %20.8 0.0 0.0 0.0 1.7 0.0 1.3 8.3 0.0 1.6 0.0 0.0 2.3 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %20.8 0.0 0.0 0.0 1.7 0.0 1.7 8.3 0.0 1.9 0.0 0.0 2.3 0.0 2.0 0.0 0.0 0.0 0.0 0.0 Total %3.7 41.1 0.0 0.0 44.7 0.0 45.8 1.8 0.0 47.6 0.9 0.0 6.7 0.0 7.6 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.95 0.95 0.95 0.90 0.90 0.90 0.96 0.96 0.96 1.00 1.00 1.00 0.93 RT TH LT U 24 269 0 0 0RT0TH0LT0UU0LT44TH0RT60 12 300 0 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Highland Blvd & Lots B/C Access North/South Street:Highland Boulevard Lots B/C Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Lots B/C AccessOut36Vehicle Volumes and Adjustments Highland Boulevard Highland Boulevard Lots B/C Access N/A Southbound Northbound Eastbound Westbound In500OutHighland Boulevard In Out 293 344 Highland Boulevard 0InN/ATotal Entering 655 275 312 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 4 40 0 0 44 0 57 2 0 59 1 0 7 0 8 0 0 0 0 0 111 7:45 AM 18 43 0 0 61 0 66 2 0 68 7 0 5 0 12 0 0 0 0 0 141 8:00 AM 8 41 0 0 49 0 74 2 0 76 2 0 5 0 7 0 0 0 0 0 132 8:15 AM 9 48 0 0 57 0 58 10 0 68 4 0 6 0 10 0 0 0 0 0 135 Grand Total 39 172 0 0 211 0 255 16 0 271 14 0 23 0 37 0 0 0 0 0 519 Medium Truck %0.0 1.2 0.0 0.0 0.9 0.0 1.2 0.0 0.0 1.1 7.1 0.0 13.0 0.0 10.8 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 1.7 0.0 0.0 1.4 0.0 1.2 0.0 0.0 1.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 2.9 0.0 0.0 2.4 0.0 2.4 0.0 0.0 2.2 7.1 0.0 13.0 0.0 10.8 0.0 0.0 0.0 0.0 0.0 Total %7.5 33.1 0.0 0.0 40.7 0.0 49.1 3.1 0.0 52.2 2.7 0.0 4.4 0.0 7.1 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.86 0.86 0.86 1.00 1.00 1.00 0.77 0.77 0.77 1.00 1.00 1.00 0.92 RT TH LT U 39 172 0 0 0RT0TH0LT0UU0LT23TH0RT140 16 255 0 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Highland Boulevard Northbound Lots C/H Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland Blvd & Lots C/H AccessCounted By:Lots C/H AccessN/A37City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Highland Boulevard N/A Lots C/H Access Vehicle Volumes and Adjustments Highland Boulevard 211 In Out 278 Highland Boulevard 271 InOut 186In55 In0Out0Total Entering 519Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 1 62 0 0 63 0 71 0 0 71 6 0 11 0 17 0 0 0 0 0 151 4:45 PM 2 74 0 0 76 0 51 2 0 53 11 0 13 0 24 0 0 0 0 0 153 5:00 PM 0 78 0 0 78 0 75 1 0 76 12 0 14 0 26 0 0 0 0 0 180 5:15 PM 0 64 0 0 64 0 68 0 0 68 8 0 10 0 18 0 0 0 0 0 150 Grand Total 3 278 0 0 281 0 265 3 0 268 37 0 48 0 85 0 0 0 0 0 634 Medium Truck %0.0 0.4 0.0 0.0 0.4 0.0 0.8 0.0 0.0 0.7 0.0 0.0 6.3 0.0 3.5 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.4 0.0 0.0 0.4 0.0 1.1 0.0 0.0 1.1 0.0 0.0 6.3 0.0 3.5 0.0 0.0 0.0 0.0 0.0 Total %0.5 43.8 0.0 0.0 44.3 0.0 41.8 0.5 0.0 42.3 5.8 0.0 7.6 0.0 13.4 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.90 0.90 0.90 0.88 0.88 0.88 0.82 0.82 0.82 1.00 1.00 1.00 0.88 RT TH LT U 3 278 0 0 0RT0TH0LT0UU0LT48TH0RT370 3 265 0 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Highland Blvd & Lots C/H Access North/South Street:Highland Boulevard Lots C/H Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Lots C/H AccessOut6Vehicle Volumes and Adjustments Highland Boulevard Highland Boulevard Lots C/H Access N/A Southbound Northbound Eastbound Westbound In850OutHighland Boulevard In Out 281 313 Highland Boulevard 0InN/ATotal Entering 634 315 268 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 6 32 0 0 38 0 51 48 0 99 6 0 4 0 10 0 0 0 0 0 147 7:45 AM 18 35 0 0 53 0 65 62 0 127 5 0 4 0 9 0 0 0 0 0 189 8:00 AM 11 30 0 0 41 0 78 29 0 107 4 0 0 0 4 0 0 0 0 0 152 8:15 AM 12 40 0 0 52 0 59 27 0 86 1 0 4 0 5 0 0 0 0 0 143 Grand Total 47 137 0 0 184 0 253 166 0 419 16 0 12 0 28 0 0 0 0 0 631 Medium Truck %2.1 1.5 0.0 0.0 1.6 0.0 0.8 0.0 0.0 0.5 0.0 0.0 8.3 0.0 3.6 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 2.2 0.0 0.0 1.6 0.0 1.2 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %2.1 3.6 0.0 0.0 3.3 0.0 2.0 0.0 0.0 1.2 0.0 0.0 8.3 0.0 3.6 0.0 0.0 0.0 0.0 0.0 Total %7.4 21.7 0.0 0.0 29.2 0.0 40.1 26.3 0.0 66.4 2.5 0.0 1.9 0.0 4.4 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.87 0.87 0.87 0.82 0.82 0.82 0.78 0.78 0.78 1.00 1.00 1.00 0.83 RT TH LT U 47 137 0 0 0RT0TH0LT0UU0LT12TH0RT160 166 253 0 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Highland Boulevard Northbound Hillcrest Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Highland Blvd & Hillcrest AccessCounted By:Hillcrest AccessN/A28City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Highland Boulevard N/A Hillcrest Access Vehicle Volumes and Adjustments Highland Boulevard 184 In Out 265 Highland Boulevard 419 InOut 153In213 In0Out0Total Entering 631Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.01 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 1 67 0 0 68 0 64 3 0 67 26 0 6 0 32 0 0 0 0 0 167 4:45 PM 6 79 0 0 85 0 47 3 0 50 18 0 6 0 24 0 0 0 0 0 159 5:00 PM 2 91 0 0 93 0 62 3 0 65 39 0 14 0 53 0 0 0 0 0 211 5:15 PM 1 67 0 0 68 0 62 6 0 68 23 0 8 0 31 0 0 0 0 0 167 Grand Total 10 304 0 0 314 0 235 15 0 250 106 0 34 0 140 0 0 0 0 0 704 Medium Truck %0.0 0.3 0.0 0.0 0.3 0.0 0.9 6.7 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.3 0.0 0.0 0.3 0.0 1.3 6.7 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %1.4 43.2 0.0 0.0 44.6 0.0 33.4 2.1 0.0 35.5 15.1 0.0 4.8 0.0 19.9 0.0 0.0 0.0 0.0 0.0 100.0 PHF 0.84 0.84 0.84 0.96 0.96 0.96 0.66 0.66 0.66 1.00 1.00 1.00 0.83 RT TH LT U 10 304 0 0 0RT0TH0LT0UU0LT34TH0RT1060 15 235 0 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Highland Blvd & Hillcrest Access North/South Street:Highland Boulevard Hillcrest Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Hillcrest AccessOut25Vehicle Volumes and Adjustments Highland Boulevard Highland Boulevard Hillcrest Access N/A Southbound Northbound Eastbound Westbound In1400OutHighland Boulevard In Out 314 269 Highland Boulevard 0InN/ATotal Entering 704 410 250 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 0 5 0 5 3 1 1 0 5 0 2 1 0 3 44 3 4 0 51 64 7:45 AM 0 3 6 0 9 1 2 0 0 3 0 3 1 0 4 74 3 4 0 81 97 8:00 AM 0 0 2 0 2 1 0 0 0 1 0 0 0 0 0 33 0 4 0 37 40 8:15 AM 0 0 2 0 2 3 0 0 0 3 2 0 0 0 2 32 3 5 0 40 47 Grand Total 0 3 15 0 18 8 3 1 0 12 2 5 2 0 9 183 9 17 0 209 248 Medium Truck %0.0 0.0 0.0 0.0 0.0 12.5 0.0 0.0 0.0 8.3 50.0 0.0 0.0 0.0 11.1 0.0 11.1 0.0 0.0 0.5 Heavy Truck %0.0 33.3 0.0 0.0 5.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 33.3 0.0 0.0 5.6 12.5 0.0 0.0 0.0 8.3 50.0 0.0 0.0 0.0 11.1 0.0 11.1 0.0 0.0 0.5 Total %0.0 1.2 6.0 0.0 7.3 3.2 1.2 0.4 0.0 4.8 0.8 2.0 0.8 0.0 3.6 73.8 3.6 6.9 0.0 84.3 100.0 PHF 0.50 0.50 0.50 1.00 1.00 1.00 0.56 0.56 0.56 0.65 0.65 0.65 0.64 RT TH LT U 0 3 15 0 183RT9TH17LT0UU0LT2TH5RT20 1 3 8 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Old Highland Boulevard/Aspen Pointe Drive AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Aspen Pointe Drive Northbound Hillcrest Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Old Highland Blvd/Aspen Pt Dr & Hillcrest AccessCounted By:Hillcrest AccessHillcrest Access9City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Old Highland Boulevard Hillcrest Access Hillcrest Access Vehicle Volumes and Adjustments Old Highland Boulevard 18 In Out 188 Aspen Pointe Drive 12 InOut 22In10 In209Out28Total Entering 248Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 0 1 23 0 24 4 0 0 0 4 0 3 0 0 3 2 0 2 0 4 35 4:45 PM 0 1 20 0 21 5 2 0 0 7 0 0 0 0 0 4 1 4 0 9 37 5:00 PM 0 0 50 0 50 4 0 0 0 4 0 1 0 0 1 5 0 0 0 5 60 5:15 PM 0 0 25 0 25 2 0 0 0 2 0 1 0 0 1 6 0 1 0 7 35 Grand Total 0 2 118 0 120 15 2 0 0 17 0 5 0 0 5 17 1 7 0 25 167 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 4.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 5.9 0.0 0.0 0.0 4.0 Total %0.0 1.2 70.7 0.0 71.9 9.0 1.2 0.0 0.0 10.2 0.0 3.0 0.0 0.0 3.0 10.2 0.6 4.2 0.0 15.0 100.0 PHF 0.60 0.60 0.60 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.70 RT TH LT U 0 2 118 0 17RT1TH7LT0UU0LT0TH5RT00 0 2 15 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Old Highland Blvd/Aspen Pt Dr & Hillcrest Access North/South Street:Old Highland Boulevard/Aspen Pointe Drive Hillcrest Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Hillcrest AccessOut1Vehicle Volumes and Adjustments Old Highland Boulevard Aspen Pointe Drive Hillcrest Access Hillcrest Access Southbound Northbound Eastbound Westbound In5138OutOld Highland Boulevard In Out 120 19 Aspen Pointe Drive 25InHillcrest AccessTotal Entering 167 9 17 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 4 1 0 5 1 35 0 0 36 0 0 0 0 0 0 0 0 0 0 41 7:45 AM 0 10 9 0 19 0 49 0 0 49 0 0 0 0 0 0 0 1 0 1 69 8:00 AM 0 2 3 0 5 0 29 0 0 29 0 0 0 0 0 0 0 0 0 0 34 8:15 AM 0 2 2 0 4 0 24 0 0 24 0 0 0 0 0 0 0 0 0 0 28 Grand Total 0 18 15 0 33 1 137 0 0 138 0 0 0 0 0 0 0 1 0 1 172 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 5.6 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 5.6 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %0.0 10.5 8.7 0.0 19.2 0.6 79.7 0.0 0.0 80.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.0 0.6 100.0 PHF 0.43 0.43 0.43 0.70 0.70 0.70 1.00 1.00 1.00 0.25 0.25 0.25 0.62 RT TH LT U 0 18 15 0 0RT0TH1LT0UU0LT0TH0RT00 0 137 1 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Old Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Old Highland Boulevard Northbound N/A Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Old Highland Blvd & Lot I AccessCounted By:N/ALot I Access0City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Old Highland Boulevard Lot I Access Lot I Access Vehicle Volumes and Adjustments Old Highland Boulevard 33 In Out 137 Old Highland Boulevard 138 InOut 19In0 In1Out16Total Entering 172Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 0 24 0 0 24 0 2 0 0 2 0 0 0 0 0 2 0 0 0 2 28 4:45 PM 0 19 0 0 19 0 6 0 0 6 0 0 0 0 0 6 0 2 0 8 33 5:00 PM 0 32 0 0 32 0 5 0 0 5 0 0 0 0 0 15 0 5 0 20 57 5:15 PM 0 19 0 0 19 0 6 0 0 6 0 0 0 0 0 5 0 3 0 8 33 Grand Total 0 94 0 0 94 0 19 0 0 19 0 0 0 0 0 28 0 10 0 38 151 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 0.0 0.0 0.0 0.0 5.3 0.0 0.0 5.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %0.0 62.3 0.0 0.0 62.3 0.0 12.6 0.0 0.0 12.6 0.0 0.0 0.0 0.0 0.0 18.5 0.0 6.6 0.0 25.2 100.0 PHF 0.73 0.73 0.73 0.95 0.95 0.95 1.00 1.00 1.00 0.48 0.48 0.48 0.66 RT TH LT U 0 94 0 0 28RT0TH10LT0UU0LT0TH0RT00 0 19 0 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Old Highland Blvd & Lot I Access North/South Street:Old Highland Boulevard Lot I Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:N/AOut0Vehicle Volumes and Adjustments Old Highland Boulevard Old Highland Boulevard N/A Lot I Access Southbound Northbound Eastbound Westbound In00OutOld Highland Boulevard In Out 94 47 Old Highland Boulevard 38InLot I AccessTotal Entering 151 104 19 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 6 6 7 0 19 2 8 28 0 38 1 0 0 0 1 4 0 0 0 4 62 7:45 AM 9 15 6 0 30 4 16 26 0 46 3 0 1 0 4 1 0 1 0 2 82 8:00 AM 3 5 7 0 15 5 12 14 0 31 0 0 1 0 1 1 0 0 0 1 48 8:15 AM 5 3 3 0 11 3 7 13 0 23 0 0 0 0 0 2 0 0 0 2 36 Grand Total 23 29 23 0 75 14 43 81 0 138 4 0 2 0 6 8 0 1 0 9 228 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 3.4 0.0 0.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 3.4 0.0 0.0 1.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %10.1 12.7 10.1 0.0 32.9 6.1 18.9 35.5 0.0 60.5 1.8 0.0 0.9 0.0 2.6 3.5 0.0 0.4 0.0 3.9 100.0 PHF 0.63 0.63 0.63 0.75 0.75 0.75 0.38 0.38 0.38 1.00 1.00 1.00 0.70 RT TH LT U 23 29 23 0 8RT0TH1LT0UU0LT2TH0RT40 81 43 14 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Old Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Old Highland Boulevard Northbound Lot E/D Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Old Highland Blvd & Lot E/D AccessCounted By:Lot E/D AccessLot E/D Access6City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Old Highland Boulevard Lot E/D Access Lot E/D Access Vehicle Volumes and Adjustments Old Highland Boulevard 75 In Out 53 Old Highland Boulevard 138 InOut 34In104 In9Out37Total Entering 228Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 0 7 1 0 8 1 3 0 0 4 13 0 5 0 18 8 0 4 0 12 42 4:45 PM 0 5 0 0 5 1 9 1 0 11 13 0 10 0 23 2 0 1 0 3 42 5:00 PM 0 6 0 0 6 3 16 0 0 19 24 0 7 0 31 5 0 2 0 7 63 5:15 PM 0 6 1 0 7 0 11 1 0 12 12 1 8 0 21 6 0 1 0 7 47 Grand Total 0 24 2 0 26 5 39 2 0 46 62 1 30 0 93 21 0 8 0 29 194 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.0 0.0 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 0.0 0.0 0.0 0.0 2.6 0.0 0.0 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total %0.0 12.4 1.0 0.0 13.4 2.6 20.1 1.0 0.0 23.7 32.0 0.5 15.5 0.0 47.9 10.8 0.0 4.1 0.0 14.9 100.0 PHF 1.00 1.00 1.00 0.61 0.61 0.61 0.75 0.75 0.75 1.00 1.00 1.00 0.77 RT TH LT U 0 24 2 0 21RT0TH8LT0UU0LT30TH1RT620 2 39 5 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Old Highland Blvd & Lot E/D Access North/South Street:Old Highland Boulevard Lot E/D Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Lot E/D AccessOut2Vehicle Volumes and Adjustments Old Highland Boulevard Old Highland Boulevard Lot E/D Access Lot E/D Access Southbound Northbound Eastbound Westbound In938OutOld Highland Boulevard In Out 26 90 Old Highland Boulevard 29InLot E/D AccessTotal Entering 194 94 46 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 35 18 7 0 60 6 5 1 0 12 0 0 1 0 1 0 0 0 0 0 73 7:45 AM 42 26 4 0 72 12 5 0 0 17 0 1 2 0 3 2 0 3 0 5 97 8:00 AM 49 13 7 0 69 8 4 3 0 15 0 0 4 0 4 3 2 2 0 7 95 8:15 AM 30 10 8 0 48 2 6 1 0 9 2 0 3 0 5 3 2 0 0 5 67 Grand Total 156 67 26 0 249 28 20 5 0 53 2 1 10 0 13 8 4 5 0 17 332 Medium Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 15.4 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 1.5 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 1.5 0.0 0.0 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 15.4 0.0 0.0 0.0 0.0 0.0 Total %47.0 20.2 7.8 0.0 75.0 8.4 6.0 1.5 0.0 16.0 0.6 0.3 3.0 0.0 3.9 2.4 1.2 1.5 0.0 5.1 100.0 PHF 0.86 0.86 0.86 0.78 0.78 0.78 1.00 1.00 1.00 0.85 0.85 0.85 0.86 RT TH LT U 156 67 26 0 8RT4TH5LT0UU0LT10TH1RT20 5 20 28 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Old Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Old Highland Boulevard Northbound Lot E/F Access Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Old Highland Blvd & Lot E/F AccessCounted By:Lot E/F AccessLot E/F Access13City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Old Highland Boulevard Lot E/F Access Lot E/F Access Vehicle Volumes and Adjustments Old Highland Boulevard 249 In Out 38 Old Highland Boulevard 53 InOut 74In165 In17Out55Total Entering 332Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 4 5 1 0 10 1 15 0 0 16 1 0 21 0 22 2 0 3 0 5 53 4:45 PM 1 3 3 0 7 4 16 0 0 20 2 2 27 0 31 5 0 0 0 5 63 5:00 PM 2 3 2 0 7 3 26 0 0 29 0 1 39 0 40 5 0 3 0 8 84 5:15 PM 1 3 0 0 4 4 21 0 0 25 1 0 27 0 28 1 0 3 0 4 61 Grand Total 8 14 6 0 28 12 78 0 0 90 4 3 114 0 121 13 0 9 0 22 261 Medium Truck %37.5 0.0 0.0 0.0 10.7 0.0 1.3 0.0 0.0 1.1 0.0 0.0 0.9 0.0 0.8 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %37.5 0.0 0.0 0.0 10.7 0.0 1.3 0.0 0.0 1.1 0.0 0.0 0.9 0.0 0.8 0.0 0.0 0.0 0.0 0.0 Total %3.1 5.4 2.3 0.0 10.7 4.6 29.9 0.0 0.0 34.5 1.5 1.1 43.7 0.0 46.4 5.0 0.0 3.4 0.0 8.4 100.0 PHF 1.00 1.00 1.00 0.78 0.78 0.78 0.76 0.76 0.76 0.69 0.69 0.69 0.78 RT TH LT U 8 14 6 0 13RT0TH9LT0UU0LT114TH3RT40 0 78 12 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Old Highland Blvd & Lot E/F Access North/South Street:Old Highland Boulevard Lot E/F Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:Lot E/F AccessOut8Vehicle Volumes and Adjustments Old Highland Boulevard Old Highland Boulevard Lot E/F Access Lot E/F Access Southbound Northbound Eastbound Westbound In12121OutOld Highland Boulevard In Out 28 205 Old Highland Boulevard 22InLot E/F AccessTotal Entering 261 27 90 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 7:30 AM 0 54 12 0 66 4 1 0 0 5 0 0 0 0 0 2 0 6 0 8 79 7:45 AM 0 71 16 0 87 4 5 0 0 9 0 0 0 0 0 0 0 3 0 3 99 8:00 AM 0 65 18 0 83 6 5 0 0 11 0 0 0 0 0 2 0 2 0 4 98 8:15 AM 0 47 22 0 69 7 5 0 0 12 0 0 0 0 0 4 0 1 0 5 86 Grand Total 0 237 68 0 305 21 16 0 0 37 0 0 0 0 0 8 0 12 0 20 362 Medium Truck %0.0 0.0 1.5 0.0 0.3 9.5 0.0 0.0 0.0 5.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 0.0 5.0 Total Truck %0.0 0.0 1.5 0.0 0.3 9.5 0.0 0.0 0.0 5.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.3 0.0 5.0 Total %0.0 65.5 18.8 0.0 84.3 5.8 4.4 0.0 0.0 10.2 0.0 0.0 0.0 0.0 0.0 2.2 0.0 3.3 0.0 5.5 100.0 PHF 0.88 0.88 0.88 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 RT TH LT U 0 237 68 0 8RT0TH12LT0UU0LT0TH0RT00 0 16 21 U LT TH RT Westbound Agency/Company: Kole Ketterling Sanbell North/South Street:Old Highland Boulevard AM Peak Hour (7:30 - 8:30 AM) 17095.16Project Number: Southbound Old Highland Boulevard Northbound N/A Eastbound East/West Street: INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Old Highland Blvd & Lot F/G AccessCounted By:N/ALot F/G Access0City of Bozeman, MT / MDTTuesday, January 6, 2026Date Performed: Count Time Period: Bozeman Health ED & BT Expansion Old Highland Boulevard Lot F/G Access Lot F/G Access Vehicle Volumes and Adjustments Old Highland Boulevard 305 In Out 24 Old Highland Boulevard 37 InOut 249In0 In20Out89Total Entering 362Out NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com Intersection: Jurisdiction: Project Description: Int. Start Time Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Right Thru Left U-turn Total Total Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0 1.00 1.00 1.00 1.00 0 4:30 PM 0 5 2 0 7 0 37 0 0 37 0 0 0 0 0 2 0 5 0 7 51 4:45 PM 0 4 5 0 9 3 46 0 0 49 0 0 0 0 0 9 0 2 0 11 69 5:00 PM 0 4 2 0 6 1 71 0 0 72 0 0 0 0 0 8 0 3 0 11 89 5:15 PM 0 3 2 0 5 2 46 0 0 48 0 0 0 0 0 7 0 2 0 9 62 Grand Total 0 16 11 0 27 6 200 0 0 206 0 0 0 0 0 26 0 12 0 38 271 Medium Truck %0.0 0.0 9.1 0.0 3.7 50.0 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 7.9 Heavy Truck %0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck %0.0 0.0 9.1 0.0 3.7 50.0 0.0 0.0 0.0 1.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 7.9 Total %0.0 5.9 4.1 0.0 10.0 2.2 73.8 0.0 0.0 76.0 0.0 0.0 0.0 0.0 0.0 9.6 0.0 4.4 0.0 14.0 100.0 PHF 1.00 1.00 1.00 0.72 0.72 0.72 1.00 1.00 1.00 0.86 0.86 0.86 0.76 RT TH LT U 0 16 11 0 26RT0TH12LT0UU0LT0TH0RT00 0 200 6 U LT TH RT Agency/Company:Sanbell INTERSECTION TURNING MOVEMENT COUNT SUMMARY General Information Counted By:Kole Ketterling Old Highland Blvd & Lot F/G Access North/South Street:Old Highland Boulevard Lot F/G Access Date Performed:Tuesday, January 6, 2026 City of Bozeman, MT / MDT Count Time Period:PM Peak Hour (4:30 - 5:30 PM) Project Number:17095.16 Bozeman Health ED & BT Expansion East/West Street:N/AOut0Vehicle Volumes and Adjustments Old Highland Boulevard Old Highland Boulevard N/A Lot F/G Access Southbound Northbound Eastbound Westbound In017OutOld Highland Boulevard In Out 27 226 Old Highland Boulevard 38InLot F/G AccessTotal Entering 271 28 206 Out In NNNNN 1300 North Transtech Way | Billings, Montana 59102 | Phone 406.656.5255 | Fax 406.656.0967 | www.sanbell.com CAPACITY CALCULATIONS – EXISTING CONDITIONS (2026) ATTACHMENT C Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) NB 8.5 A 1 10.4 B 1 EB 0.0 A 0 0.0 A 0 WB 0.0 A 0 0.0 A 0 Intersection 0.3 A --1.6 A -- NB 2.9 A 2 9.3 A 6 SB 4.4 A 3 8.6 A 4 EB 29.9 C 2 35.3 D 10 WB 28.1 C 1 18.8 B 2 Intersection 6.3 A --16.8 B -- NB 0.3 A 1 0.1 A 1 SB 0.0 A 0 0.0 A 0 EB 12.3 B 1 13.9 B 1 Intersection 0.8 A --0.8 A -- NB 8.4 A 1 8.5 A 1 SB 10.0 A 1 9.2 A 1 EB 0.4 A 0 0.4 A 0 WB 0.9 A 1 0.2 A 0 Intersection 1.4 A --1.7 A -- NB 0.9 A 1 0.3 A 1 SB 0.0 A 0 0.0 A 0 EB 12.6 B 1 13.9 B 1 Intersection 0.8 A --1.2 A -- NB 0.4 A 1 0.1 A 1 SB 0.0 A 0 0.0 A 0 EB 11.7 B 1 13.3 B 1 Intersection 1.1 A --1.8 A -- NB 3.2 A 1 0.5 A 1 EB 0.0 A 0 0.0 A 0 WB 13.8 B 1 12.3 B 1 Intersection 2.7 A --2.6 A -- NB 9.5 A 1 8.5 A 1 SB 10.6 B 1 9.8 A 1 EB 1.7 A 1 0.0 A 0 WB 0.6 A 1 2.1 A 1 Intersection 1.8 A --8.2 A -- NB 0.0 A 0 0.0 A 0 SB 3.5 A 1 0.0 A 0 WB 10.3 B 1 8.9 A 1 Intersection 0.7 A --2.2 A -- NB 4.4 A 1 0.4 A 1 SB 2.3 A 1 0.7 A 1 EB 9.9 A 1 9.6 A 1 WB 9.0 A 1 8.9 A 1 Intersection 4.0 A --6.1 A -- NB 0.8 A 1 0.0 A 0 SB 0.8 A 1 1.7 A 1 EB 10.9 B 1 10.6 B 1 WB 10.0 A 1 9.2 A 1 Intersection 1.6 A --5.9 A -- NB 0.0 A 0 0.0 A 0 SB 1.7 A 1 3.2 A 1 WB 10.6 B 1 10.4 B 1 Intersection 2.0 A --1.8 A -- Old Highland Blvd & Lot E/F Access Intersection Control One-Way Stop-Control (WB) Old Highland Blvd & Lot F/G Access One-Way Stop-Control (NB)Intersection Control Highland Blvd & Lots A/B Access Ellis St & Lot G Access Intersection Control Signalized Highland Blvd & Ellis St Intersection Control One-Way Stop-Control (EB) Intersection Control Two-Way Stop-Control (NB/SB) Lots B/C Access & Parking Lot Connection Intersection Approach Existing (2026) AM Peak PM Peak Intersection Control One-Way Stop-Control (EB) Highland Blvd & Lots B/C Access Intersection Control One-Way Stop-Control (EB) Highland Blvd & Lots C/H Access Intersection Control One-Way Stop-Control (NB) Highland Blvd & Hillcrest Access Intersection Control Two-Way Stop-Control (NB/SB) Old Highland Blvd & Lot E/D Access Intersection Control Two-Way Stop-Control (EB/WB) Old Highland Blvd & Aspen Pointe/ Hillcrest Access Intersection Control One-Way Stop-Control (WB) Old Highland Blvd & Lot I Access Intersection Control Two-Way Stop-Control (EB/WB) 0.011Volume to Capacity (v/c): ALevel Of Service: 8.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Ellis St & Lot G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 25.0025.0015.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Ellis StEllis StLot G AccessName Intersection Setup 000Pedestrian Volume [ped/h] 3400029120Total Analysis Volume [veh/h] 8500730Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.9100Peak Hour Factor 3090026110Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3090026110Base Volume Input [veh/h] Ellis StEllis StLot G AccessName Volumes 1/20/20261Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with AIntersection LOS 0.27d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.008.46d_A, Approach Delay [s/veh] 0.000.000.000.000.870.8795th-Percentile Queue Length [ft/ln] 0.000.000.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAABMovement LOS 0.007.250.000.008.4610.71d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 1/20/20262Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.366Volume to Capacity (v/c): ALevel Of Service: 6.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Highland Blvd & Ellis St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 25.0025.0035.0035.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StEllis StHighland BlvdHighland BlvdName Intersection Setup 1/20/20263Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 28718133623230957232633Total Analysis Volume [veh/h] 7250195877146661Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.94000.9400Peak Hour Factor 26717133421829054222473Total Hourly Volume [veh/h] 9000007300800Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 5.700.0017.600.000.000.000.302.800.000.004.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 35717133429129054302473Base Volume Input [veh/h] Ellis StEllis StHighland BlvdHighland BlvdName Volumes 1/20/20264Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall YesYesNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140014001400140Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0230023004200420Split [s] 0.01.50.00.01.50.00.01.50.00.01.50.0All red [s] 0.03.50.00.03.50.00.03.50.00.03.50.0Amber [s] 0180018003700370Maximum Green [s] 0100010001000100Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 080040060020Signal Group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern IsolatedCoordination Type Pattern 1Active Pattern 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 1/20/20265Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 23.5012.082.5925.1670.4210.0628.460.7395th-Percentile Queue Length [ft/ln] 0.940.480.101.012.820.401.140.0395th-Percentile Queue Length [veh/ln] 13.056.711.4413.9839.125.5915.810.4150th-Percentile Queue Length [ft/ln] 0.520.270.060.561.560.220.630.0250th-Percentile Queue Length [veh/ln] NoNoNoYesYesNoNoNoCritical Lane Group CCCCAAAALane Group LOS 27.8728.5726.5930.304.374.262.915.99d, Delay for Lane Group [s/veh] 0.230.090.020.190.450.070.230.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.790.190.060.491.250.160.430.01d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.500.500.500.50k, delay calibration 27.0828.3726.5329.813.114.102.485.98d1, Uniform Delay [s] 15020016418711918371251613c, Capacity [veh/h] 1534123516761395159111101671878s, saturation flow rate [veh/h] 0.020.010.000.030.340.050.170.00(v / s)_i Volume / Saturation Flow Rate 0.100.100.100.100.750.750.750.75g / C, Green / Cycle 666649494949g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 6565656565656565C, Cycle Length [s] CLCLCLCLLane Group Lane Group Calculations 1/20/20266Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]5.99 2.91 2.91 4.26 4.37 4.37 30.30 26.59 26.59 28.57 27.87 27.87 Movement LOS A A A A A A C C C C C C d_A, Approach Delay [s/veh]2.94 4.36 29.93 28.11 Approach LOS A A C C d_I, Intersection Delay [s/veh]6.27 Intersection LOS A Intersection V/C 0.366 Other Modes g_Walk,mi, Effective Walk Time [s]11.0 11.0 11.0 11.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.43 22.43 22.43 22.43 I_p,int, Pedestrian LOS Score for Intersectio 2.196 2.459 2.023 2.058 Crosswalk LOS B B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1138 1138 554 554 d_b, Bicycle Delay [s]6.03 6.03 16.99 16.99 I_b,int, Bicycle LOS Score for Intersection 2.050 2.667 1.626 1.662 Bicycle LOS B B A A ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence 1/20/20267Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.051Volume to Capacity (v/c): BLevel Of Service: 13.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Highland Blvd & Lots A/B Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots A/B AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 10244229527711Total Analysis Volume [veh/h] 261174693Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 9223927125510Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.003.703.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 9223927125510Base Volume Input [veh/h] Lots A/B AccessHighland BlvdHighland BlvdName Volumes 1/20/20268Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 0.77d_I, Intersection Delay [s/veh] BAAApproach LOS 12.330.000.30d_A, Approach Delay [s/veh] 5.185.180.000.000.000.6795th-Percentile Queue Length [ft/ln] 0.210.210.000.000.000.0395th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 10.2813.190.000.000.007.94d_M, Delay for Movement [s/veh] 0.010.050.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/20269Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.005Volume to Capacity (v/c): ALevel Of Service: 10.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: Lots B/C Access & Parking Lot Connection Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 15.0015.0015.0015.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lots B/C AccessLots B/C AccessParking Lot ConnectionParking Lot ConnectionName Intersection Setup 0000Pedestrian Volume [ped/h] 9102160171044200Total Analysis Volume [veh/h] 2264040011100Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.81000.8100Peak Hour Factor 783130141033200Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.007.200.000.000.000.000.000.0033.300.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 783130141033200Base Volume Input [veh/h] Lots B/C AccessLots B/C AccessParking Lot ConnectionParking Lot ConnectionName Volumes 1/20/202610Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with AIntersection LOS 1.42d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.910.419.988.38d_A, Approach Delay [s/veh] 0.680.680.680.040.040.040.830.830.830.140.140.1495th-Percentile Queue Length [ft/ln] 0.030.030.030.000.000.000.030.030.030.010.010.0195th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.250.000.007.418.839.999.978.389.979.52d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.000.010.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/20/202611Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.038Volume to Capacity (v/c): BLevel Of Service: 12.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Highland Blvd & Lots B/C Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots B/C AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 2187822526234Total Analysis Volume [veh/h] 152056658Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 2177220724131Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.005.904.202.402.503.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2177220724131Base Volume Input [veh/h] Lots B/C AccessHighland BlvdHighland BlvdName Volumes 1/20/202612Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 0.84d_I, Intersection Delay [s/veh] BAAApproach LOS 12.600.000.91d_A, Approach Delay [s/veh] 3.163.160.000.000.002.0995th-Percentile Queue Length [ft/ln] 0.130.130.000.000.000.0895th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.7012.920.000.000.007.96d_M, Delay for Movement [s/veh] 0.000.040.000.000.000.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202613Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.051Volume to Capacity (v/c): BLevel Of Service: 12.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Highland Blvd & Lots C/H Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots C/H AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 15254218727717Total Analysis Volume [veh/h] 461147694Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 14233917225516Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 7.1013.000.002.902.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14233917225516Base Volume Input [veh/h] Lots C/H AccessHighland BlvdHighland BlvdName Volumes 1/20/202614Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.06d_I, Intersection Delay [s/veh] BAAApproach LOS 11.690.000.44d_A, Approach Delay [s/veh] 5.565.560.000.000.710.7195th-Percentile Queue Length [ft/ln] 0.220.220.000.000.030.0395th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.8612.800.000.000.007.68d_M, Delay for Movement [s/veh] 0.020.050.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202615Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.054Volume to Capacity (v/c): CLevel Of Service: 19.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: Highland Blvd & Hillcrest Access Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 25.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Hillcrest AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 191457165305200Total Analysis Volume [veh/h] 5414417650Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83000.83000.83000.83000.83000.8300Peak Hour Factor 161247137253166Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.008.302.103.602.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 161247137253166Base Volume Input [veh/h] Hillcrest AccessHighland BlvdHighland BlvdName Volumes 1/20/202616Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with CIntersection LOS 2.73d_I, Intersection Delay [s/veh] BAAApproach LOS 13.760.003.21d_A, Approach Delay [s/veh] 1.714.290.000.000.0012.9095th-Percentile Queue Length [ft/ln] 0.070.170.000.000.000.5295th-Percentile Queue Length [veh/ln] ACAAAAMovement LOS 9.3219.790.000.000.008.11d_M, Delay for Movement [s/veh] 0.020.050.000.000.000.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202617Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.009Volume to Capacity (v/c): BLevel Of Service: 11.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Intersection Setup 0000Pedestrian Volume [ped/h] 286142738305231352Total Analysis Volume [veh/h] 7147121016310Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.64000.64000.64000.64000.64000.64000.64000.64000.64000.64000.64000.6400Peak Hour Factor 1839172520315831Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.0011.100.0050.000.000.000.0033.300.0012.500.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1839172520315831Base Volume Input [veh/h] Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Volumes 1/20/202618Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.81d_I, Intersection Delay [s/veh] AABAApproach LOS 0.601.6810.579.50d_A, Approach Delay [s/veh] 1.361.361.360.130.130.133.243.243.241.871.871.8795th-Percentile Queue Length [ft/ln] 0.050.050.050.010.010.010.130.130.130.070.070.0795th-Percentile Queue Length [veh/ln] AAAAAAABBABBMovement LOS 0.000.007.260.000.007.839.2611.1710.448.5611.6510.20d_M, Delay for Movement [s/veh] 0.000.000.020.000.000.000.000.010.030.010.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/20/202619Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.003Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: Old Highland Blvd & Lot I Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot I AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 0229242221Total Analysis Volume [veh/h] 0076055Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.62000.62000.62000.62000.62000.6200Peak Hour Factor 0118151137Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.005.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 0118151137Base Volume Input [veh/h] Lot I AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202620Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 0.74d_I, Intersection Delay [s/veh] BAAApproach LOS 10.283.510.00d_A, Approach Delay [s/veh] 0.220.221.011.010.000.0095th-Percentile Queue Length [ft/ln] 0.010.010.040.040.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.3910.280.007.740.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.020.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202621Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.006Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: Old Highland Blvd & Lot E/D Access Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 11016033341332061116Total Analysis Volume [veh/h] 300101810851529Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.7000Peak Hour Factor 801402232923144381Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.003.400.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 801402232923144381Base Volume Input [veh/h] Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202622Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 4.03d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.989.942.284.41d_A, Approach Delay [s/veh] 1.001.001.000.920.920.921.531.531.535.435.435.4395th-Percentile Queue Length [ft/ln] 0.040.040.040.040.040.040.060.060.060.220.220.2295th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 8.6612.8612.518.6112.8012.590.000.007.400.000.007.49d_M, Delay for Movement [s/veh] 0.010.000.000.010.000.010.000.000.020.000.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/20/202623Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.009Volume to Capacity (v/c): BLevel Of Service: 11.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Old Highland Blvd & Lot E/F Access Intersection Level Of Service Report NoNoNoYesCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 9562112181783033236Total Analysis Volume [veh/h] 21110345198861Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.86000.8600Peak Hour Factor 8452110156672628205Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.0020.000.001.500.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8452110156672628205Base Volume Input [veh/h] Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202624Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.63d_I, Intersection Delay [s/veh] ABAAApproach LOS 9.9910.860.760.75d_A, Approach Delay [s/veh] 2.082.082.081.831.831.831.451.451.450.280.280.2895th-Percentile Queue Length [ft/ln] 0.080.080.080.070.070.070.060.060.060.010.010.0195th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 8.6011.7210.649.2311.1311.110.000.007.350.000.007.74d_M, Delay for Movement [s/veh] 0.010.010.010.000.000.020.000.000.020.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/20/202625Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.024Volume to Capacity (v/c): BLevel Of Service: 12.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 12: Old Highland Blvd & Lot F/G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot F/G AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 913260752318Total Analysis Volume [veh/h] 23651964Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.9100Peak Hour Factor 812237682116Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.008.300.001.509.500.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 812237682116Base Volume Input [veh/h] Lot F/G AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202626Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.98d_I, Intersection Delay [s/veh] BAAApproach LOS 10.591.650.00d_A, Approach Delay [s/veh] 2.562.563.263.260.000.0095th-Percentile Queue Length [ft/ln] 0.100.100.130.130.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 8.6111.950.007.380.000.00d_M, Delay for Movement [s/veh] 0.010.020.000.050.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202627Scenario 1: 1 Existing AM Version 2023 (SP 0-10) Generated with 0.008Volume to Capacity (v/c): BLevel Of Service: 10.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Ellis St & Lot G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 25.0025.0015.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Ellis StEllis StLot G AccessName Intersection Setup 000Pedestrian Volume [ped/h] 3900301585Total Analysis Volume [veh/h] 100075151Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.74000.74000.74000.74000.74000.7400Peak Hour Factor 2900223434Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 3.400.000.000.004.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2900223434Base Volume Input [veh/h] Ellis StEllis StLot G AccessName Volumes 1/13/20261Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.63d_I, Intersection Delay [s/veh] AABApproach LOS 0.000.0010.43d_A, Approach Delay [s/veh] 0.000.000.000.007.107.1095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.280.2895th-Percentile Queue Length [veh/ln] AAAABBMovement LOS 0.007.830.000.0010.3910.93d_M, Delay for Movement [s/veh] 0.000.000.000.000.080.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 1/13/20262Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.464Volume to Capacity (v/c): BLevel Of Service: 16.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Highland Blvd & Ellis St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 25.0025.0035.0035.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StEllis StHighland BlvdHighland BlvdName Intersection Setup 1/13/20263Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 70331373012130718163942Total Analysis Volume [veh/h] 1818127557754991Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.87000.8700Peak Hour Factor 61327362621826716143432Total Hourly Volume [veh/h] 2100100600500Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.0033.307.4025.000.000.400.000.700.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 82327462622426716193432Base Volume Input [veh/h] Ellis StEllis StHighland BlvdHighland BlvdName Volumes 1/13/20264Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall YesYesNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140014001400140Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0230023004200420Split [s] 0.01.50.00.01.50.00.01.50.00.01.50.0All red [s] 0.03.50.00.03.50.00.03.50.00.03.50.0Amber [s] 0180018003700370Maximum Green [s] 0100010001000100Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 080040060020Signal Group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern IsolatedCoordination Type Pattern 1Active Pattern 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 1/13/20265Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 38.1016.124.82234.7696.407.13129.530.7195th-Percentile Queue Length [ft/ln] 1.520.640.199.393.860.295.180.0395th-Percentile Queue Length [veh/ln] 21.178.962.68138.3253.553.9671.960.4050th-Percentile Queue Length [ft/ln] 0.850.360.115.532.140.162.880.0250th-Percentile Queue Length [veh/ln] NoNoNoYesNoNoYesNoCritical Lane Group BBBDABABLane Group LOS 18.6019.1917.1135.878.3711.899.2710.29d, Delay for Lane Group [s/veh] 0.240.070.020.800.330.040.420.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.400.070.029.030.920.131.340.01d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.260.500.500.500.50k, delay calibration 18.2019.1217.1026.847.4511.767.9310.28d1, Uniform Delay [s] 305436460376980511974579c, Capacity [veh/h] 1103134416621344172199117111069s, saturation flow rate [veh/h] 0.070.020.010.220.190.020.240.00(v / s)_i Volume / Saturation Flow Rate 0.280.280.280.280.570.570.570.57g / C, Green / Cycle 1818181837373737g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 6565656565656565C, Cycle Length [s] CLCLCLCLLane Group Lane Group Calculations 1/13/20266Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]10.29 9.27 9.27 11.89 8.37 8.37 35.87 17.11 17.11 19.19 18.60 18.60 Movement LOS B A A B A A D B B B B B d_A, Approach Delay [s/veh]9.27 8.56 35.27 18.77 Approach LOS A A D B d_I, Intersection Delay [s/veh]16.80 Intersection LOS B Intersection V/C 0.464 Other Modes g_Walk,mi, Effective Walk Time [s]11.0 11.0 11.0 11.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.43 22.43 22.43 22.43 I_p,int, Pedestrian LOS Score for Intersectio 2.261 2.790 2.020 2.024 Crosswalk LOS B C B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1138 1138 554 554 d_b, Bicycle Delay [s]6.03 6.03 16.99 16.99 I_b,int, Bicycle LOS Score for Intersection 2.248 2.140 2.074 1.766 Bicycle LOS B B B A ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence 1/13/20267Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.082Volume to Capacity (v/c): BLevel Of Service: 14.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Highland Blvd & Lots A/B Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots A/B AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 634113143576Total Analysis Volume [veh/h] 29378892Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93000.93000.93000.93000.93000.9300Peak Hour Factor 632102923326Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.002.102.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 632102923326Base Volume Input [veh/h] Lots A/B AccessHighland BlvdHighland BlvdName Volumes 1/13/20268Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 0.83d_I, Intersection Delay [s/veh] BAAApproach LOS 13.890.000.13d_A, Approach Delay [s/veh] 7.377.370.000.000.000.3695th-Percentile Queue Length [ft/ln] 0.290.290.000.000.000.0195th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 10.7214.450.000.000.007.90d_M, Delay for Movement [s/veh] 0.010.080.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/13/20269Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.005Volume to Capacity (v/c): ALevel Of Service: 9.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: Lots B/C Access & Parking Lot Connection Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 15.0015.0015.0015.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lots B/C AccessLots B/C AccessParking Lot ConnectionParking Lot ConnectionName Intersection Setup 0000Pedestrian Volume [ped/h] 039103921041200Total Analysis Volume [veh/h] 01000101001300Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.89000.8900Peak Hour Factor 035103521041100Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.0017.100.000.000.000.000.000.0025.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 035103521041100Base Volume Input [veh/h] Lots B/C AccessLots B/C AccessParking Lot ConnectionParking Lot ConnectionName Volumes 1/13/202610Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with AIntersection LOS 1.73d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.180.359.188.51d_A, Approach Delay [s/veh] 0.040.040.040.080.080.080.440.440.440.880.880.8895th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.000.020.020.020.040.040.0495th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.270.000.007.278.499.489.368.519.499.02d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.000.000.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/13/202611Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.108Volume to Capacity (v/c): BLevel Of Service: 14.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Highland Blvd & Lots B/C Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots B/C AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 6472628932313Total Analysis Volume [veh/h] 212672813Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93000.93000.93000.93000.93000.9300Peak Hour Factor 6442426930012Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.002.3020.800.001.708.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6442426930012Base Volume Input [veh/h] Lots B/C AccessHighland BlvdHighland BlvdName Volumes 1/13/202612Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.19d_I, Intersection Delay [s/veh] BAAApproach LOS 13.900.000.31d_A, Approach Delay [s/veh] 9.759.750.000.000.000.8195th-Percentile Queue Length [ft/ln] 0.390.390.000.000.000.0395th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 10.8014.290.000.000.008.01d_M, Delay for Movement [s/veh] 0.010.110.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/13/202613Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.125Volume to Capacity (v/c): BLevel Of Service: 14.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Highland Blvd & Lots C/H Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots C/H AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 425533163013Total Analysis Volume [veh/h] 1114179751Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.8800Peak Hour Factor 374832782653Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.006.300.000.401.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 374832782653Base Volume Input [veh/h] Lots C/H AccessHighland BlvdHighland BlvdName Volumes 1/13/202614Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.82d_I, Intersection Delay [s/veh] BAAApproach LOS 13.280.000.08d_A, Approach Delay [s/veh] 16.5416.540.000.000.130.1395th-Percentile Queue Length [ft/ln] 0.660.660.000.000.010.0195th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 11.4514.670.000.000.007.88d_M, Delay for Movement [s/veh] 0.060.120.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/13/202615Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.101Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: Highland Blvd & Hillcrest Access Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 25.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Hillcrest AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 128411236628318Total Analysis Volume [veh/h] 3210392715Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83000.83000.83000.83000.83000.8300Peak Hour Factor 106341030423515Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.301.306.70Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 106341030423515Base Volume Input [veh/h] Hillcrest AccessHighland BlvdHighland BlvdName Volumes 1/13/202616Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 2.63d_I, Intersection Delay [s/veh] BAAApproach LOS 12.340.000.49d_A, Approach Delay [s/veh] 17.278.340.000.000.001.1995th-Percentile Queue Length [ft/ln] 0.690.330.000.000.000.0595th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 11.5414.830.000.000.008.17d_M, Delay for Movement [s/veh] 0.190.100.000.000.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 1/13/202617Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.004Volume to Capacity (v/c): BLevel Of Service: 10.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Intersection Setup 0000Pedestrian Volume [ped/h] 24110070031692130Total Analysis Volume [veh/h] 6030200142510Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.70000.7000Peak Hour Factor 1717050021181520Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 5.900.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1717050021181520Base Volume Input [veh/h] Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Volumes 1/13/202618Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 8.24d_I, Intersection Delay [s/veh] AAAAApproach LOS 2.070.009.798.53d_A, Approach Delay [s/veh] 0.500.500.500.000.000.0017.0517.0517.051.761.761.7695th-Percentile Queue Length [ft/ln] 0.020.020.020.000.000.000.680.680.680.070.070.0795th-Percentile Queue Length [veh/ln] AAAAAAABAAAAMovement LOS 0.000.007.230.000.007.259.2510.129.798.419.388.84d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.000.000.180.020.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/13/202619Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.018Volume to Capacity (v/c): ALevel Of Service: 9.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: Old Highland Blvd & Lot I Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot I AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 42151420029Total Analysis Volume [veh/h] 11436007Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.66000.66000.66000.66000.66000.6600Peak Hour Factor 2810940019Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.005.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 2810940019Base Volume Input [veh/h] Lot I AccessOld Highland BlvdOld Highland BlvdName Volumes 1/13/202620Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with AIntersection LOS 2.22d_I, Intersection Delay [s/veh] AAAApproach LOS 8.900.000.00d_A, Approach Delay [s/veh] 4.624.620.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.180.180.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.659.600.007.250.000.00d_M, Delay for Movement [s/veh] 0.040.020.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/13/202621Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.001Volume to Capacity (v/c): BLevel Of Service: 10.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: Old Highland Blvd & Lot E/D Access Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 270103918103136513Total Analysis Volume [veh/h] 703100200812131Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.77000.7700Peak Hour Factor 21083016202425392Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.002.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21083016202425392Base Volume Input [veh/h] Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Volumes 1/13/202622Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 6.10d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.909.610.650.36d_A, Approach Delay [s/veh] 3.013.013.0111.5711.5711.570.130.130.130.130.130.1395th-Percentile Queue Length [ft/ln] 0.120.120.120.460.460.460.010.010.010.010.010.0195th-Percentile Queue Length [veh/ln] AAAABAAAAAAAMovement LOS 8.689.699.509.0510.179.870.000.007.310.000.007.26d_M, Delay for Movement [s/veh] 0.030.000.010.040.000.100.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/13/202623Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.005Volume to Capacity (v/c): BLevel Of Service: 11.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Old Highland Blvd & Lot E/F Access Intersection Level Of Service Report NoNoNoYesCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 170125414610188151000Total Analysis Volume [veh/h] 40311373424250Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.78000.78000.78000.78000.78000.78000.78000.78000.78000.78000.78000.7800Peak Hour Factor 130943114814612780Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.9037.500.000.000.001.300.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 130943114814612780Base Volume Input [veh/h] Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Volumes 1/13/202624Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 5.87d_I, Intersection Delay [s/veh] ABAAApproach LOS 9.2010.581.650.00d_A, Approach Delay [s/veh] 2.532.532.5317.8617.8617.860.360.360.360.000.000.0095th-Percentile Queue Length [ft/ln] 0.100.100.100.710.710.710.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] ABAABBAAAAAAMovement LOS 8.9210.009.599.4810.9610.610.000.007.430.000.007.25d_M, Delay for Movement [s/veh] 0.020.000.010.000.010.180.000.000.010.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/13/202625Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with 0.026Volume to Capacity (v/c): BLevel Of Service: 11.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 12: Old Highland Blvd & Lot F/G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot F/G AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 341621148263Total Analysis Volume [veh/h] 9454266Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.76000.76000.76000.76000.76000.7600Peak Hour Factor 261216116200Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.0025.000.009.1050.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 261216116200Base Volume Input [veh/h] Lot F/G AccessOld Highland BlvdOld Highland BlvdName Volumes 1/13/202626Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.77d_I, Intersection Delay [s/veh] BAAApproach LOS 10.373.160.00d_A, Approach Delay [s/veh] 5.585.580.590.590.000.0095th-Percentile Queue Length [ft/ln] 0.220.220.020.020.000.0095th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 10.0111.130.007.890.000.00d_M, Delay for Movement [s/veh] 0.040.030.000.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/13/202627Scenario 2: 2 Existing PM Version 2023 (SP 0-10) Generated with CAPACITY CALCULATIONS – FUTURE (2029) ATTACHMENT D Avg Delay (s/veh) LOS 95th % Queue (veh) Avg Delay (s/veh) LOS 95th % Queue (veh) NB 8.5 A 1 9.9 A 1 EB 0.0 A 0 0.0 A 0 WB 0.0 A 0 0.0 A 0 Intersection 0.3 A --1.5 A -- NB 3.2 A 2 9.5 A 6 SB 4.9 A 4 8.7 A 5 EB 29.7 C 2 33.0 C 9 WB 27.8 C 2 18.8 B 2 Intersection 6.6 A --15.9 B -- NB 0.4 A 1 0.2 A 1 SB 0.0 A 0 0.0 A 0 EB 13.1 B 1 15.1 C 1 Intersection 1.0 A --1.3 A -- NB 0.9 A 1 0.3 A 1 SB 0.0 A 0 0.0 A 0 EB 13.2 B 1 14.7 B 1 Intersection 0.8 A --1.3 A -- NB 0.4 A 1 0.1 A 1 SB 0.0 A 0 0.0 A 0 EB 12.0 B 1 13.4 B 1 Intersection 1.0 A --1.7 A -- NB 3.0 A 1 0.5 A 1 EB 0.0 A 0 0.0 A 0 WB 13.1 B 1 12.1 B 1 Intersection 2.6 A --2.4 A -- NB 9.1 A 1 8.5 A 1 SB 9.8 A 1 9.4 A 1 EB 1.7 A 0 0.0 A 0 WB 0.6 A 1 2.0 A 1 Intersection 1.7 A --7.9 A -- NB 0.0 A 0 0.0 A 0 SB 0.0 A 0 0.0 A 0 WB 0.0 A 0 0.0 A 0 Intersection 0.0 A --0.0 A -- NB 4.4 A 1 1.1 A 1 SB 2.8 A 1 0.5 A 0 EB 9.1 A 1 9.2 A 1 WB 8.8 A 1 8.7 A 1 Intersection 4.3 A --7.0 A -- NB 0.7 A 1 0.0 A 0 SB 0.8 A 1 1.6 A 1 EB 10.6 B 1 10.1 B 1 WB 9.7 A 1 8.9 A 1 Intersection 1.6 A --6.7 A -- NB 0.0 A 0 0.0 A 0 SB 1.6 A 1 3.1 A 1 WB 10.6 B 1 10.0 A 1 Intersection 2.0 A --1.7 A -- Intersection Control One-Way Stop-Control (WB) Old Highland Blvd & Lot F/G Access Intersection Control One-Way Stop-Control (NB) Highland Blvd & Lots B/C Access Intersection Control One-Way Stop-Control (EB) Ellis St & Lot G Access Intersection Control Signalized Highland Blvd & Ellis St Intersection Control One-Way Stop-Control (EB) Highland Blvd & Lots A/B Access Intersection Approach Future (2029) AM Peak PM Peak Intersection Control One-Way Stop-Control (EB) Highland Blvd & Lots C/H Access Intersection Control One-Way Stop-Control (NB) Highland Blvd & Hillcrest Access Intersection Control Two-Way Stop-Control (NB/SB) Old Highland Blvd & Lot E/F Access Old Highland Blvd & Aspen Pointe/ Hillcrest Access Intersection Control Two-Way Stop-Control (EB/WB) Old Highland Blvd & Lot E/D Access Intersection Control Two-Way Stop-Control (EB/WB) Intersection Control One-Way Stop-Control (WB) Old Highland Blvd & Lot I Access 0.011Volume to Capacity (v/c): ALevel Of Service: 8.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Ellis St & Lot G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 25.0025.0015.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Ellis StEllis StLot G AccessName Intersection Setup 000Pedestrian Volume [ped/h] 3380029120Total Analysis Volume [veh/h] 8500730Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 3110027110Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.300.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3110027110Base Volume Input [veh/h] Ellis StEllis StLot G AccessName Volumes 1/20/20261Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with AIntersection LOS 0.27d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.008.46d_A, Approach Delay [s/veh] 0.000.000.000.000.870.8795th-Percentile Queue Length [ft/ln] 0.000.000.000.000.030.0395th-Percentile Queue Length [veh/ln] AAAAABMovement LOS 0.007.250.000.008.4610.69d_M, Delay for Movement [s/veh] 0.000.000.000.000.010.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 1/20/20262Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.398Volume to Capacity (v/c): ALevel Of Service: 6.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Highland Blvd & Ellis St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 25.0025.0035.0035.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StEllis StHighland BlvdHighland BlvdName Intersection Setup 1/20/20263Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 30821133823935362272953Total Analysis Volume [veh/h] 82501106088157741Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 28719133522032557252713Total Hourly Volume [veh/h] 9000007300800Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 5.700.0017.600.000.000.000.302.800.000.004.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 37719133529332557332713Base Volume Input [veh/h] Ellis StEllis StHighland BlvdHighland BlvdName Volumes 1/20/20264Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall YesYesNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140014001400140Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0230023004200420Split [s] 0.01.50.00.01.50.00.01.50.00.01.50.0All red [s] 0.03.50.00.03.50.00.03.50.00.03.50.0Amber [s] 0180018003700370Maximum Green [s] 0100010001000100Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 080040060020Signal Group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern IsolatedCoordination Type Pattern 1Active Pattern 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 1/20/20265Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 25.2814.022.5626.4486.2811.9535.030.8195th-Percentile Queue Length [ft/ln] 1.010.560.101.063.450.481.400.0395th-Percentile Queue Length [veh/ln] 14.057.791.4214.6947.936.6419.460.4550th-Percentile Queue Length [ft/ln] 0.560.310.060.591.920.270.780.0250th-Percentile Queue Length [veh/ln] NoNoNoYesYesNoNoNoCritical Lane Group CCCCAAAALane Group LOS 27.5428.3026.2330.104.924.703.186.82d, Delay for Lane Group [s/veh] 0.240.100.020.200.500.080.260.01X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.770.210.050.501.500.190.510.02d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.110.500.500.500.50k, delay calibration 26.7828.0926.1829.603.424.512.676.80d1, Uniform Delay [s] 15920717419311867971240566c, Capacity [veh/h] 1536123516761391159710751670838s, saturation flow rate [veh/h] 0.020.020.000.030.370.060.190.00(v / s)_i Volume / Saturation Flow Rate 0.100.100.100.100.740.740.740.74g / C, Green / Cycle 777748484848g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 6565656565656565C, Cycle Length [s] CLCLCLCLLane Group Lane Group Calculations 1/20/20266Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]6.82 3.18 3.18 4.70 4.92 4.92 30.10 26.23 26.23 28.30 27.54 27.54 Movement LOS A A A A A A C C C C C C d_A, Approach Delay [s/veh]3.21 4.90 29.73 27.81 Approach LOS A A C C d_I, Intersection Delay [s/veh]6.61 Intersection LOS A Intersection V/C 0.398 Other Modes g_Walk,mi, Effective Walk Time [s]11.0 11.0 11.0 11.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.43 22.43 22.43 22.43 I_p,int, Pedestrian LOS Score for Intersectio 2.232 2.497 2.025 2.069 Crosswalk LOS B B B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1138 1138 554 554 d_b, Bicycle Delay [s]6.03 6.03 16.99 16.99 I_b,int, Bicycle LOS Score for Intersection 2.109 2.759 1.629 1.672 Bicycle LOS B C A A ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence 1/20/20267Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.078Volume to Capacity (v/c): BLevel Of Service: 14.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Highland Blvd & Lots A/B Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots A/B AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 13346331229717Total Analysis Volume [veh/h] 381678744Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 12315828727316Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.003.703.900.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 12315828727316Base Volume Input [veh/h] Lots A/B AccessHighland BlvdHighland BlvdName Volumes 1/20/20268Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.02d_I, Intersection Delay [s/veh] BAAApproach LOS 13.130.000.44d_A, Approach Delay [s/veh] 7.917.910.000.000.001.0895th-Percentile Queue Length [ft/ln] 0.320.320.000.000.000.0495th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 10.6914.060.000.000.008.06d_M, Delay for Movement [s/veh] 0.020.080.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/20269Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.040Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Highland Blvd & Lots B/C Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots B/C AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 1187724128534Total Analysis Volume [veh/h] 051960718Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1177122226231Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.005.904.202.402.503.20Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1177122226231Base Volume Input [veh/h] Lots B/C AccessHighland BlvdHighland BlvdName Volumes 1/20/202610Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 0.80d_I, Intersection Delay [s/veh] BAAApproach LOS 13.180.000.85d_A, Approach Delay [s/veh] 3.233.230.000.000.002.1295th-Percentile Queue Length [ft/ln] 0.130.130.000.000.000.0895th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.8213.360.000.000.008.00d_M, Delay for Movement [s/veh] 0.000.040.000.000.000.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202611Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.054Volume to Capacity (v/c): BLevel Of Service: 13.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Highland Blvd & Lots C/H Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots C/H AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 15254220130117Total Analysis Volume [veh/h] 461150754Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 14233918527716Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 7.1013.000.002.902.400.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14233918527716Base Volume Input [veh/h] Lots C/H AccessHighland BlvdHighland BlvdName Volumes 1/20/202612Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.02d_I, Intersection Delay [s/veh] BAAApproach LOS 12.010.000.41d_A, Approach Delay [s/veh] 5.825.820.000.000.710.7195th-Percentile Queue Length [ft/ln] 0.230.230.000.000.030.0395th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.9813.230.000.000.007.72d_M, Delay for Movement [s/veh] 0.020.050.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202613Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.046Volume to Capacity (v/c): CLevel Of Service: 18.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: Highland Blvd & Hillcrest Access Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 25.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Hillcrest AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 181351160298182Total Analysis Volume [veh/h] 5313407445Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 171247147274167Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.008.302.103.602.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 171247147274167Base Volume Input [veh/h] Hillcrest AccessHighland BlvdHighland BlvdName Volumes 1/20/202614Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with CIntersection LOS 2.59d_I, Intersection Delay [s/veh] BAAApproach LOS 13.110.003.04d_A, Approach Delay [s/veh] 1.603.620.000.000.0011.4495th-Percentile Queue Length [ft/ln] 0.060.140.000.000.000.4695th-Percentile Queue Length [veh/ln] ACAAAAMovement LOS 9.2718.440.000.000.008.03d_M, Delay for Movement [s/veh] 0.020.050.000.000.000.13V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202615Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.005Volume to Capacity (v/c): BLevel Of Service: 10.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Intersection Setup 0000Pedestrian Volume [ped/h] 20010182520317931Total Analysis Volume [veh/h] 5025111014210Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1849172520316831Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.0011.100.0050.000.000.000.0033.300.0012.500.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1849172520316831Base Volume Input [veh/h] Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Volumes 1/20/202616Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.70d_I, Intersection Delay [s/veh] AAAAApproach LOS 0.571.699.829.08d_A, Approach Delay [s/veh] 0.900.900.900.090.090.092.012.012.011.101.101.1095th-Percentile Queue Length [ft/ln] 0.040.040.040.000.000.000.080.080.080.040.040.0495th-Percentile Queue Length [veh/ln] AAAAAAABAABAMovement LOS 0.000.007.240.000.007.638.9210.489.718.5010.679.57d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.000.000.020.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/20/202617Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.002Volume to Capacity (v/c): ALevel Of Service: 0.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: Old Highland Blvd & Lot I Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot I AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 002200151Total Analysis Volume [veh/h] 0050038Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 002000139Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.005.600.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 002000139Base Volume Input [veh/h] Lot I AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202618Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with AIntersection LOS 0.00d_I, Intersection Delay [s/veh] AAAApproach LOS 9.190.000.00d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 9.009.380.007.560.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202619Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.003Volume to Capacity (v/c): BLevel Of Service: 11.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: Old Highland Blvd & Lot E/D Access Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 901702251525154790Total Analysis Volume [veh/h] 20020164641223Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 801602231423144383Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.003.400.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 801602231423144383Base Volume Input [veh/h] Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202620Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 4.32d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.839.062.834.38d_A, Approach Delay [s/veh] 0.800.800.800.760.760.761.191.191.194.154.154.1595th-Percentile Queue Length [ft/ln] 0.030.030.030.030.030.030.050.050.050.170.170.1795th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 8.5811.5611.158.4611.5211.170.000.007.350.000.007.39d_M, Delay for Movement [s/veh] 0.010.000.000.010.000.000.000.000.020.000.000.06V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/20/202621Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.007Volume to Capacity (v/c): BLevel Of Service: 11.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Old Highland Blvd & Lot E/F Access Intersection Level Of Service Report NoNoNoYesCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 9452112188572830225Total Analysis Volume [veh/h] 21110347147851Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 8452111173522628205Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.0020.000.001.500.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 8452111173522628205Base Volume Input [veh/h] Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202622Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.59d_I, Intersection Delay [s/veh] ABAAApproach LOS 9.7210.610.750.68d_A, Approach Delay [s/veh] 1.771.771.771.751.751.751.371.371.370.230.230.2395th-Percentile Queue Length [ft/ln] 0.070.070.070.070.070.070.050.050.050.010.010.0195th-Percentile Queue Length [veh/ln] ABBABBAAAAAAMovement LOS 8.5711.4910.399.1310.8910.840.000.007.340.000.007.71d_M, Delay for Movement [s/veh] 0.010.010.010.000.000.020.000.000.020.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/20/202623Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.024Volume to Capacity (v/c): BLevel Of Service: 11.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 12: Old Highland Blvd & Lot F/G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot F/G AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 913260742318Total Analysis Volume [veh/h] 23651865Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 812239682117Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.008.300.001.509.500.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 812239682117Base Volume Input [veh/h] Lot F/G AccessOld Highland BlvdOld Highland BlvdName Volumes 1/20/202624Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.96d_I, Intersection Delay [s/veh] BAAApproach LOS 10.571.630.00d_A, Approach Delay [s/veh] 2.552.553.213.210.000.0095th-Percentile Queue Length [ft/ln] 0.100.100.130.130.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 8.6111.930.007.380.000.00d_M, Delay for Movement [s/veh] 0.010.020.000.050.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/20/202625Scenario 3: 3 Future (2029) AM Version 2023 (SP 0-10) Generated with 0.006Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 1: Ellis St & Lot G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 25.0025.0015.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] ThruLeftRightThruRightLeftTurning Movement Lane Configuration WestboundEastboundNorthboundApproach Ellis StEllis StLot G AccessName Intersection Setup 000Pedestrian Volume [ped/h] 3300245474Total Analysis Volume [veh/h] 80061121Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 3000225434Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 3.400.000.000.004.700.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 3000225434Base Volume Input [veh/h] Ellis StEllis StLot G AccessName Volumes 1/19/20261Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.54d_I, Intersection Delay [s/veh] AAAApproach LOS 0.000.009.93d_A, Approach Delay [s/veh] 0.000.000.000.005.235.2395th-Percentile Queue Length [ft/ln] 0.000.000.000.000.210.2195th-Percentile Queue Length [veh/ln] AAAAABMovement LOS 0.007.700.000.009.8910.35d_M, Delay for Movement [s/veh] 0.000.000.000.000.060.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane FreeFreeStopPriority Scheme Intersection Settings 1/19/20262Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.466Volume to Capacity (v/c): BLevel Of Service: 15.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: SignalizedControl Type: Intersection 2: Highland Blvd & Ellis St Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 25.0025.0035.0035.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Ellis StEllis StHighland BlvdHighland BlvdName Intersection Setup 1/19/20263Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 71333372872131718174152Total Analysis Volume [veh/h] 18181272579541041Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 65330362641929217163822Total Hourly Volume [veh/h] 2200100600600Right Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.00Proportion of CAVs [%] 0.0033.307.4025.000.000.400.000.700.000.002.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 87330462642529217223822Base Volume Input [veh/h] Ellis StEllis StHighland BlvdHighland BlvdName Volumes 1/19/20264Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoPedestrian Recall NoNoNoNoMaximum Recall YesYesNoNoMinimum Recall 0.03.00.00.03.00.00.03.00.00.03.00.0l2, Clearance Lost Time [s] 0.02.00.00.02.00.00.02.00.00.02.00.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0.00.00.00.00.00.00.00.00.00.00.00.0Delayed Vehicle Green [s] 0140014001400140Pedestrian Clearance [s] 070070070070Walk [s] 0.03.00.00.03.00.00.03.00.00.03.00.0Vehicle Extension [s] 0230023004200420Split [s] 0.01.50.00.01.50.00.01.50.00.01.50.0All red [s] 0.03.50.00.03.50.00.03.50.00.03.50.0Amber [s] 0180018003700370Maximum Green [s] 0100010001000100Minimum Green [s] ------------Lead / Lag Auxiliary Signal Groups 080040060020Signal Group PermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissPermissControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode Lead Green - Beginning of First GreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern IsolatedCoordination Type Pattern 1Active Pattern 65Cycle Length [s] -Signal Coordination Group NoLocated in CBD Intersection Settings 1/19/20265Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 38.6717.194.82218.11100.147.31139.230.7295th-Percentile Queue Length [ft/ln] 1.550.690.198.724.010.295.570.0395th-Percentile Queue Length [veh/ln] 21.489.552.68126.0555.634.0677.350.4050th-Percentile Queue Length [ft/ln] 0.860.380.115.042.230.163.090.0250th-Percentile Queue Length [veh/ln] NoNoNoYesNoNoYesNoCritical Lane Group BBBCABABLane Group LOS 18.6219.2217.1133.518.4712.289.5310.43d, Delay for Lane Group [s/veh] 0.240.080.020.770.340.040.440.00X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.410.070.026.900.960.141.470.01d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.110.110.110.230.500.500.500.50k, delay calibration 18.2119.1517.1026.617.5012.158.0710.41d1, Uniform Delay [s] 305436460375980494974571c, Capacity [veh/h] 1103134416621343172197117101059s, saturation flow rate [veh/h] 0.070.020.010.210.200.020.250.00(v / s)_i Volume / Saturation Flow Rate 0.280.280.280.280.570.570.570.57g / C, Green / Cycle 1818181837373737g_i, Effective Green Time [s] 3.003.003.003.003.003.003.003.00l2, Clearance Lost Time [s] 0.002.000.002.000.002.000.002.00l1_p, Permitted Start-Up Lost Time [s] 5.005.005.005.005.005.005.005.00L, Total Lost Time per Cycle [s] 6565656565656565C, Cycle Length [s] CLCLCLCLLane Group Lane Group Calculations 1/19/20266Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with Movement, Approach, & Intersection Results d_M, Delay for Movement [s/veh]10.43 9.53 9.53 12.28 8.47 8.47 33.51 17.11 17.11 19.22 18.62 18.62 Movement LOS B A A B A A C B B B B B d_A, Approach Delay [s/veh]9.54 8.66 32.96 18.81 Approach LOS A A C B d_I, Intersection Delay [s/veh]15.93 Intersection LOS B Intersection V/C 0.466 Other Modes g_Walk,mi, Effective Walk Time [s]11.0 11.0 11.0 11.0 M_corner, Corner Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 0.00 0.00 d_p, Pedestrian Delay [s]22.43 22.43 22.43 22.43 I_p,int, Pedestrian LOS Score for Intersectio 2.279 2.778 2.016 2.027 Crosswalk LOS B C B B s_b, Saturation Flow Rate of the bicycle lane 2000 2000 2000 2000 c_b, Capacity of the bicycle lane [bicycles/h]1138 1138 554 554 d_b, Bicycle Delay [s]6.03 6.03 16.99 16.99 I_b,int, Bicycle LOS Score for Intersection 2.286 2.157 2.051 1.772 Bicycle LOS B B B A ----------------Ring 4 ----------------Ring 3 ------------8-6-Ring 2 ------------4-2-Ring 1 Sequence 1/19/20267Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.136Volume to Capacity (v/c): CLevel Of Service: 16.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: Highland Blvd & Lots A/B Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots A/B AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 1352203393879Total Analysis Volume [veh/h] 313585972Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 1248183123568Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.002.102.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1248183123568Base Volume Input [veh/h] Lots A/B AccessHighland BlvdHighland BlvdName Volumes 1/19/20268Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with CIntersection LOS 1.29d_I, Intersection Delay [s/veh] CAAApproach LOS 15.110.000.18d_A, Approach Delay [s/veh] 13.5313.530.000.000.000.5695th-Percentile Queue Length [ft/ln] 0.540.540.000.000.000.0295th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS 11.6415.980.000.000.008.00d_M, Delay for Movement [s/veh] 0.020.140.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/19/20269Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.123Volume to Capacity (v/c): CLevel Of Service: 15.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: Highland Blvd & Lots B/C Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 001001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots B/C AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 7502831434814Total Analysis Volume [veh/h] 213779874Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 6462628932013Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.002.3020.800.001.708.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 6462628932013Base Volume Input [veh/h] Lots B/C AccessHighland BlvdHighland BlvdName Volumes 1/19/202610Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with CIntersection LOS 1.25d_I, Intersection Delay [s/veh] BAAApproach LOS 14.670.000.31d_A, Approach Delay [s/veh] 11.3811.380.000.000.000.9095th-Percentile Queue Length [ft/ln] 0.460.460.000.000.000.0495th-Percentile Queue Length [veh/ln] BCAAAAMovement LOS 11.2115.150.000.000.008.08d_M, Delay for Movement [s/veh] 0.010.120.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/19/202611Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.121Volume to Capacity (v/c): BLevel Of Service: 14.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: Highland Blvd & Lots C/H Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Lots C/H AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 405233273093Total Analysis Volume [veh/h] 1013182771Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 374833012843Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.006.300.000.401.100.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 374833012843Base Volume Input [veh/h] Lots C/H AccessHighland BlvdHighland BlvdName Volumes 1/19/202612Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.71d_I, Intersection Delay [s/veh] BAAApproach LOS 13.400.000.08d_A, Approach Delay [s/veh] 15.9215.920.000.000.130.1395th-Percentile Queue Length [ft/ln] 0.640.640.000.000.010.0195th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 11.5014.860.000.000.007.90d_M, Delay for Movement [s/veh] 0.060.120.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/19/202613Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.088Volume to Capacity (v/c): BLevel Of Service: 14.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 7: Highland Blvd & Hillcrest Access Intersection Level Of Service Report YesNoNoCrosswalk 0.000.000.00Grade [%] 25.0035.0035.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 100001No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach Hillcrest AccessHighland BlvdHighland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 116371135827417Total Analysis Volume [veh/h] 299389684Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 107341032925216Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.301.306.70Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 107341032925216Base Volume Input [veh/h] Hillcrest AccessHighland BlvdHighland BlvdName Volumes 1/19/202614Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with BIntersection LOS 2.44d_I, Intersection Delay [s/veh] BAAApproach LOS 12.070.000.48d_A, Approach Delay [s/veh] 15.147.230.000.000.001.1195th-Percentile Queue Length [ft/ln] 0.610.290.000.000.000.0495th-Percentile Queue Length [veh/ln] BBAAAAMovement LOS 11.3114.440.000.000.008.14d_M, Delay for Movement [s/veh] 0.170.090.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] Flared Lane StopFreeFreePriority Scheme Intersection Settings 1/19/202615Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.002Volume to Capacity (v/c): ALevel Of Service: 9.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 8: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access Intersection Level Of Service Report NoNoNoNoCrosswalk 0.000.000.000.00Grade [%] 25.0025.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Intersection Setup 0000Pedestrian Volume [ped/h] 2018050021291620Total Analysis Volume [veh/h] 5020100132410Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 1817050021191520Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 5.900.000.000.000.000.000.000.000.000.000.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1817050021191520Base Volume Input [veh/h] Hillcrest AccessHillcrest AccessOld Highland BlvdAspen Pointe DrName Volumes 1/19/202616Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with AIntersection LOS 7.89d_I, Intersection Delay [s/veh] AAAAApproach LOS 1.990.009.428.48d_A, Approach Delay [s/veh] 0.400.400.400.000.000.0012.0112.0112.011.311.311.3195th-Percentile Queue Length [ft/ln] 0.020.020.020.000.000.000.480.480.480.050.050.0595th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 0.000.007.220.000.007.248.969.809.428.389.308.76d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.000.000.000.140.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings 1/19/202617Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.001Volume to Capacity (v/c): ALevel Of Service: 0.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 9: Old Highland Blvd & Lot I Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot I AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 001140022Total Analysis Volume [veh/h] 0029005Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 001050020Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.005.30Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 001050020Base Volume Input [veh/h] Lot I AccessOld Highland BlvdOld Highland BlvdName Volumes 1/19/202618Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with AIntersection LOS 0.00d_I, Intersection Delay [s/veh] AAAApproach LOS 8.780.000.00d_A, Approach Delay [s/veh] 0.000.000.000.000.000.0095th-Percentile Queue Length [ft/ln] 0.000.000.000.000.000.0095th-Percentile Queue Length [veh/ln] AAAAAAMovement LOS 8.399.180.007.240.000.00d_M, Delay for Movement [s/veh] 0.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/19/202619Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.001Volume to Capacity (v/c): ALevel Of Service: 9.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 10: Old Highland Blvd & Lot E/D Access Intersection Level Of Service Report NoNoYesNoCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 23094516702625123Total Analysis Volume [veh/h] 60211017071131Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 21084116202425113Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.000.000.000.000.002.600.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 21084116202425113Base Volume Input [veh/h] Lot E/D AccessLot E/D AccessOld Highland BlvdOld Highland BlvdName Volumes 1/19/202620Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with AIntersection LOS 7.03d_I, Intersection Delay [s/veh] AAAAApproach LOS 8.689.220.521.09d_A, Approach Delay [s/veh] 2.452.452.459.919.919.910.080.080.080.130.130.1395th-Percentile Queue Length [ft/ln] 0.100.100.100.400.400.400.000.000.000.010.010.0195th-Percentile Queue Length [veh/ln] AAAAAAAAAAAAMovement LOS 8.489.399.218.909.789.430.000.007.230.000.007.25d_M, Delay for Movement [s/veh] 0.020.000.010.040.000.070.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/19/202621Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.004Volume to Capacity (v/c): BLevel Of Service: 10.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 11: Old Highland Blvd & Lot E/F Access Intersection Level Of Service Report NoNoNoYesCrosswalk 0.000.000.000.00Grade [%] 15.0015.0025.0025.00Speed [mph] 0.000.000.000.000.000.000.000.000.000.000.000.00Exit Pocket Length [ft] 000000000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 14010431571015713540Total Analysis Volume [veh/h] 40211392423140Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.92000.9200Peak Hour Factor 130943144914612500Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Growth Factor 0.000.000.000.000.000.9037.500.000.000.001.300.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 130943144914612500Base Volume Input [veh/h] Lot E/F AccessLot E/F AccessOld Highland BlvdOld Highland BlvdName Volumes 1/19/202622Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with BIntersection LOS 6.70d_I, Intersection Delay [s/veh] ABAAApproach LOS 8.8810.111.600.00d_A, Approach Delay [s/veh] 1.941.941.9417.3317.3317.330.320.320.320.000.000.0095th-Percentile Queue Length [ft/ln] 0.080.080.080.690.690.690.010.010.010.000.000.0095th-Percentile Queue Length [veh/ln] AAAABBAAAAAAMovement LOS 8.669.659.209.3510.5210.120.000.007.340.000.007.25d_M, Delay for Movement [s/veh] 0.010.000.010.000.000.180.000.000.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings 1/19/202623Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with 0.019Volume to Capacity (v/c): BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 7th EditionAnalysis Method: Two-way stopControl Type: Intersection 12: Old Highland Blvd & Lot F/G Access Intersection Level Of Service Report NoNoNoCrosswalk 0.000.000.00Grade [%] 15.0025.0025.00Speed [mph] 0.000.000.000.000.000.00Exit Pocket Length [ft] 000000No. of Lanes in Exit Pocket 100.00100.00100.00100.00100.00100.00Entry Pocket Length [ft] 000000No. of Lanes in Entry Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftThruLeftRightThruTurning Movement Lane Configuration WestboundSouthboundNorthboundApproach Lot F/G AccessOld Highland BlvdOld Highland BlvdName Intersection Setup 000Pedestrian Volume [ped/h] 281318127220Total Analysis Volume [veh/h] 7353255Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92000.92000.92000.92000.92000.9200Peak Hour Factor 261217116202Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 000000Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Growth Factor 0.0025.000.009.1050.000.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 261217116202Base Volume Input [veh/h] Lot F/G AccessOld Highland BlvdOld Highland BlvdName Volumes 1/19/202624Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with BIntersection LOS 1.68d_I, Intersection Delay [s/veh] AAAApproach LOS 9.963.110.00d_A, Approach Delay [s/veh] 4.234.230.500.500.000.0095th-Percentile Queue Length [ft/ln] 0.170.170.020.020.000.0095th-Percentile Queue Length [veh/ln] ABAAAAMovement LOS 9.6510.630.007.780.000.00d_M, Delay for Movement [s/veh] 0.030.020.000.010.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median NoTwo-Stage Gap Acceptance 000Storage Area [veh] NoFlared Lane StopFreeFreePriority Scheme Intersection Settings 1/19/202625Scenario 4: 4 Future (2029) PM Version 2023 (SP 0-10) Generated with