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HomeMy WebLinkAbout013_MSPTIS BOZEMAN HEALTH DEACONESS REGIONAL MEDICAL CENTER MASTER PLAN TRAFFIC IMPACT STUDY 17095.06 Bozeman Health 915 Highland Boulevard Bozeman, MT 59715 Intelligent Infrastructure. MAY/2025 Enduring Communities. ,�'pNTqiy� � STk , �' �18 PE i � �� �r sanbell TAB LE 0 F CO NTE NTS INTRODUCTION.......................................................................................................................................................................1 SITE LOCATION & DESCRIPTION..............................................................................................................................................1 SITE DEVELOPMENT PLAN ......................................................................................................................................................1 SiteDetails........................................................................................................................................................................ 1 ParkingAnalysis................................................................................................................................................................5 EXISTING CONDITIONS............................................................................................................................................................6 Streets...............................................................................................................................................................................6 Intersections.....................................................................................................................................................................6 Bicycle/Pedestrian Facilities.............................................................................................................................................6 TrafficVolumes.................................................................................................................................................................7 IntersectionCapacity........................................................................................................................................................7 CrashHistory....................................................................................................................................................................9 TRIPGENERATION.................................................................................................................................................................10 TRIP DISTRIBUTION...............................................................................................................................................................12 TRAFFIC ASSIGNMENT..........................................................................................................................................................12 TRAFFICIMPACTS..................................................................................................................................................................13 TrafficVolumes...............................................................................................................................................................13 IntersectionCapacity......................................................................................................................................................13 MitigationAlternatives...................................................................................................................................................16 CONCLUSIONS& RECOMMENDATIONS ...............................................................................................................................18 Conclusions.....................................................................................................................................................................18 Recommendations..........................................................................................................................................................19 APPENDICES APPENDIXA—TRAFFICVOLUME DATA APPENDIX B—CAPACITY CALCULATIONS—EXISTING CONDITIONS (2023) APPENDIX C—CAPACITY CALCULATIONS— FUTURE (2038) APPENDIX D—AUXILIARYTURN LANE WARRANT WORKSHEETS APPENDIX E—TRAFFIC SIGNAL WARRANT WORKSHEETS Bozeman Health Deaconess Regional Medical Center Master Plan TlS � sanbell LIST OF TABLES TABLE 1: BOZEMAN HEALTH DEACONESS REGIONAL MEDICAL CENTER PARKING REQUIREMENTS.....................................5 TABLE 2: CRASH HISTORY-FREQUENCY AND SEVERITY STATISTICS.....................................................................................9 TABLE 3: CRASH HISTORY-COLLISION TYPE........................................................................................................................10 TABLE 4:TRIP GENERATION SUMMARY...............................................................................................................................11 LIST OF FIGURES FIGURE1: STUDYAREA...........................................................................................................................................................2 FIGURE2: SITE LAYOUT...........................................................................................................................................................3 FIGURE 3: STREETAND INTERSECTION CHARACTERISTICS.....................................................................................................4 FIGURE 4: EXISTING CONDITIONS (2023) PEAK HOUR TRAFFIC VOLUMES............................................................................8 FIGURE 5:TRIP DISTRIBUTION &TRAFFIC ASSIGNMENT SUMMARY...................................................................................14 FIGURE 6: FUTURE (2038)TRAFFIC PROJECTIONS................................................................................................................15 Bozeman Health Deaconess Regional Medical Center Master Plan TlS � san�bell INTRODUCTION This traffic impact study (TIS) assesses the traffic-related impacts associated with the hospital expansion proposed on the Bozeman Health Deaconess Regional Medical Center campus in Bozeman, Montana on the surrounding transportation system.This report also provides recommendations to mitigate any such impacts.The methodology and analysis procedures used in this study employ the latest technology and nationally accepted standards in the areas of site development and transportation impact assessment. Recommendations made in this report are based on professional judgment and these principles. Traffic operations on and around the Bozeman Health Deaconess Regional Medical Center have previously been eva I uated th rough the fol lowi ng stud i es: The Knolls at Hillcrest East& Highland South T/S(2007), Highland Boulevard& East Main Street lntersection /mprovements Design Re,nort(2007), Highland Boulevard Corridor Traffic Report(2008), Transportation Demand Management Plan forBozeman Deaconess Health Services(2014), MOBS Shell TlS(2014),a nd New lCU Tower& O.R. Facilities T/S(2018).The Bozeman Health Subarea Planwas completed by Sanbell and adopted by the City of Bozeman in 2024. SITE LOCATION & DESCRIPTION The Bozeman Health Deaconess Regional Medical Center is located on the southwest corner of the intersection of Highland Boulevard and Ellis Street in Bozeman,Gallatin County, Montana.The campus is bordered by Ellis Street to the north, Highland Boulevard and undeveloped property owned by Bozeman Health to the east, Old Highland Boulevard and Sunset Hills Cemetery to the west, and the Bozeman Health Hillcrest Senior Living community to the south. Figure 1 on the following page depicts the study area. SITE DEVELOPMENT PLAN The Bozeman Health Deaconess Regional Medical Center Master Site Plan proposes expansion of hospital facilities including a new medical office building (MOB 6) and expansions of BridgerTower and the emergency department (ED) as well as construction of a multi-floor parking garage (500 spaces) with 10,000 square-feet of office space on the first floor.Two floors (32,000 total square feet) are proposed to be added to the BridgerTower,which would include 40 new in-patient beds and approximately 110 new full- time equivalent (FTE) employees.The new MOB 6 would be 100,000 square feet across five floors with approximately 150 new FTE employees. MOB 6 would have specialized physicians primarily dedicated to pediatric and oncology services.The ED expansion would add seven to 10 emergency bays across 7,500 square feet with approximately 15 new FTE employees. Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� san�bell E i �t s � �R�,c! 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L L,:"�i .E. �Ry` . � s � �„t•�a,,. 2�,5 �:: ��.'t Lc _-+��� `v.:' z"�;"' ""T''ef�.z i' \��t T� � 't t Figure 3:Street and/ntersection Characteristics � Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� sanbell The Campus Phasing Plan proposes Phase 1 to include an expansion of Lot E furtherwest to add approximately 165 parking spaces,expansion of �ot A to the northwest to add approximately 180 parking spaces and open space, removal of Lot I to be converted into open space,and updates to the maintenance yard.The ED expansion would occur in Phase 2 and Phase 3 would include the BridgerTowerexpansion. Phase 4 proposes construction of the parking garage with office space and a wayfinding concourse connecting to MOBs 2,3, and 5. Finally, Phase 5 is proposed to include construction of MOB 6. Figure 2 on page three illustrates the proposed site layout and lot configuration. An inventory of parking availability found that the Bozeman Health Deaconess Regional Medical Center currently provides 1,692 spaces, including approximately 230 spaces in the gravel Lot I. Construction of the Master Site Plan will add 525 net new spaces,for a total of 2,217 spaces on the campus. Section 38.540.050 of the Bozeman Unified Development Code (UDC) outlines the number of parking spaces rec{uired for residential and non-residential uses.Table 1 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 the Bozeman Health Deaconess Regional Medical Center those calculations are based on the number of employees, doctors, and hospital beds.According to the UDC, one space must be provided for each full-time medical office building employee,four for each full- time doctor,and one for each hospital bed. Tab/e 1:Bozeman Hea/th Deaconess Regiona/Medica/Center Parking Requirements Site Characteristics Code Re uired Parkin Parking Parking Land Use Units Units Hours of Spaces Spaces Description Parking Rate Type (Current) (+Phases 1-5) Operation Required Required (Current) (+Phases 1-5) Bozeman Hospital 125 Beds 165 Beds 24/7 1/ Bed 125 165 Health Medical Office 92 Doctors 118 Doctors 7am-5pm M-F 4/FTE Doctor 368 472 Campus Medical Office 20 Em 10 ees559 Em 10 ees 7am-5 m M-F 1/FTE Emplo ee 420 559 Tota I 913 1,196 It was calculated that 913 parking spaces are currently required by the UDC with no reductions made for transit, although there are available routes through the Streamline and Galavan bus services. Upon construction of the Master Site Plan, 1,196 spaces are rec{uired with no reductions.The Bozeman Health Deaconess Regional Medical Centercurrently provides 185 percent more than the UDC requirement,and it will provide 181 percent of the rec{uired number of spaces after construction.Although the campus far exceeds the City's requirements, Bozeman Health has surveyed and monitored demand from patients and visitors and wants to serve that demand at a level deemed acceptable by their patrons. All existing hospital access locations will be maintained and access to the new parking garage is proposed via entrances on the southernmost access drive on Highland Boulevard and through Lot H accessed from Old Highland Boulevard. Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� sanbell EXISTING CONDITIONS Figure 3 on page four shows Montana Department of Transportation (MDT) street classifications and speed limits on the study area streets.The City of Bozeman classifies Kagy Boulevard as a principal arterial in its Transportation Master Plan (TMP) compared to MDT's classification of a minor arterial west of and a major collector east of Highland Boulevard.Additional conditions of existing streets within the study area are described in the following paragraph. All streets in the study area generally have one travel lane in each direction with turn lanes at some intersections,with the exception of Main Street,which has two travel lanes in each direction and a center two-way left-turn lane (TWLTL). Highland Boulevard is median separated between Old Highland Boulevard and Holly Drive and Kagy Boulevard is median separated west of Highland Boulevard.All of the study streets have curb and gutter except for Kagy Boulevard east of Highland Boulevard. Figure 3 on page four also shows the traffic control utilized at each study area intersection.Additional conditions of study area intersections are described in the following paragraphs. The Main Street/Highland Boulevard intersection has single eastbound and westbound left-turn lanes and dual northbound left-turn lanes.The traffic signal is fully actuated and operates with protected-only phasing for northbound,eastbound, and westbound left turns with permissive phasing for all other movements. The Highland Boulevard/Ellis Street intersection has dedicated left-turn lanes on all four approaches.The traffic signal is fully actuated and operates with permissive phasing for all movements. All other study intersections are stop-controlled or assumed to operate as such from hospital driveways. The approach on Ellis Street is currently restricted to right-out-exit-only operations.The northern two hospital accesses on Highland Boulevard each have dedicated left-turn and right-turn lanes into the site on Highland Boulevard.The Highland Boulevard/Old Highland Boulevard intersection has a northbound left- turn lane and separate eastbound left-turn and right-turn Ianes.The Kagy Boulevard/Highland Boulevard intersection has a dedicated eastbound left-turn lane.The remaining study area intersections do not have any dedicated turn lanes. There is sidewalk within the Bozeman Health Deaconess Regional Medical Center campus and Hillcrest community, along the south side of Ellis Street east of Highland Boulevard,along both sides of Main Street, and along both sides of Kagy Boulevard west of Highland Boulevard.There are shared use paths along the west side of Highland Boulevard,the south side of Ellis Street west of Highland Boulevard,and along the west side of Old Highland Boulevard south of the northern Lot E access and along the east side of Old Highland Boulevard north of the northern Lot E access.There is also an extensive trail system in the study Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� sanbell area connecting the New Hyalite View and Hillcrest neighborhoods to Peets Hill/Burke Park, Lindley Park, Sunset Hills,and the Bozeman Softball Complex. Striped bike lanes are currently present in the study area only on Kagy Boulevard west of Highland Boulevard. The Bozeman Transportation Master Plan (TMP) provides several recommendations to complete the active transportation network including installation of the following improvements: bike lanes on Highland Boulevard, bike lanes and a shared use path on Kagy Boulevard east of Highland Boulevard, a shared use path on Ellis Street east of Highland Boulevard, sidewalk improvements for missing sections on Highland Boulevard and Kagy Boulevard, and a pedestrian underpass across Highland Boulevard at the trail crossing south of Curtiss Street. Weekday AM and PM peak hour turning movement counts were collected on Thursday, May 11, 2023.The traffic data was collected using Miovision Scout video-based systems. In general,the weekday peak hour periods were found to occur from 7:30 to 8:30 AM and 4:30 to 5:30 PM. Raw count data was adjusted for seasonal variation using Montana Department of Transportation (MDT) seasonal adjustment factors. Figure 4 on the following page summarizes the calculated Existing Conditions (2023) peak hourturning movement volumes for the AM and PM peak hours. Detailed traffic count data worksheets are included in Appendix A. Intersection capacity calculations for Existing Conditions (2023) were performed for all study area intersection using Synchro,Version 11,which is based on the Highway Capacity Manual, 6th Edition (Transportation Research Board, 2016). Level of service (LOS) is defined as a quality measure describing operational conditions within a traffic stream,generally in terms of such service measures as speed and travel time, freedom to maneuver,traffic interruptions,comfort,and convenience. LOS is a qualitative measure of the performance of an intersection with values ranging from LOS A, indicating good operation and low vehicle delays,to LOS F,which indicates congestion and longer vehicle delays. LOS C is generally considered the minimum acceptable performance level for planning and design purposes,though exceptions are made in certain cases. The results of the Existing Conditions (2023) intersection capacity calculations showed that all hospital access intersections currently operate at LOS C or better.The external intersections of Highland Boulevard with Main Street and Kagy Boulevard both operate at LOS D on one approach during the AM peak hour.At the Main Street/Highland Boulevard intersection,the southbound approach has a very low volume experiencing LOS D just 1.0 second above the LOS C cutoff value.The northbound approach at the Kagy Boulevard/Highland Boulevard intersection also has a very low existing volume experiencing LOS D. Queuing is generally minimal in the study area,with moderate 95th percentile c{ueues at the signalized intersections and c{ueues in excess of 300 feet on Main Street. Figure 4 on page eight shows the Existing Conditions (2023) LOS results at each intersection.A detailed capacity summary table and capacity calculation worksheets for each of the study area intersections can be found in Appendix B. Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� sanbell iosRic, iosa�n� iosa�a� E !' - .� � �o,�35�;�,45, 2 �35,�o, 3 �83)(0)(30) 4 5 6 7 ° 3 433 330 248 2 21 4 13 ''` � � 1 � l � � l � �9)� � LOS �115(329) LOS � 14(48) (25)52 � LOS � 24(�3) LOS LOS LOS lOS ' �5)� � C i;Cl ~ ���� A(A) (238)259 � A�A� f—212(313) (262)255� A�A) �228(310) (244)193� A�A� �224(279) (241)177� A(A) �243(262) (248)148� q IAI �—254(228i �. , - (2)2 � �151(27�) �- 0(0) (28)202 � �- 4(2) (9)27 -� �- 9(5) (24)61 --� �- 23('13) (8)24 -� �- 15(10) (14)30 � �- 91(13 i LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS LOS i`(C) � � C(C) � A(A) A(A) � � A(A) A(A) � � A(A) A(A) � � A(A) A(A1 � � A(A) A(A) � � A(A) _ 0 287 219 29 0 40 3 0 13 9 9 1 12 7 5 14 '� (1)(5231(187) (1851(0) (221)(4) (9) (31) (9) (34) (6) (47) (28) (33) (90) I"��=��,i�^,1 LOS A iAi LOS 6 iEl LOS Ei iBi LOS 6 iEl LOS B iBl LOS B iBl � ��- -1 �---'�-------- , �r . � ,_�`t�ys . � � . . � � , - - - -- - - � ••.•���+ ,�� r.j`'• t.-��� j�� . r , ;+ , �c . ° • -"- - •'c ��: ..� � .r � .4� ` N . • � [+���. 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' . ����� �� , f K T•,,�,� _` g „s,�5��,z, g �,,;�3;�6, � p �„��o� �6; � � (13)(133)(0) . ., .. _ ��x x . .: ,�. ,: � , ,zs s ,z � o z a , � zo z,e o .. ,�. �, ,�L � �� ��-�� , r ,' t�:.Z . ,� �, ,� �, ,� �, ,� �, ' �, �� - `� . 1:�_ ! ! �# �e � . � ��� �=.y �� � ��,����. � ,.� � �,} M�� `lr.• F �:�+ Z�•. �{� � 't � �.'�.. ., V 2 98 13 � � '.�'• k . ♦ � , ' z �e, `• �' �F;_ �1,,�' ' f� � �,�•r ( ) 5(22) {2)17 � � 1z�z) �6��5 � "� �g�g) (�g�q � "� p�g) � � _e� .+�," g.' � ' �, . � .i� ��F�_� . ^ LOS LOS LOS LOS i * ,d' ` � f`�ti' a<` v (8)1 -� �-- 2(0) (28)24 � � 33(19) (21)71 � n � 19(40) (1)1 � n � 2(3) ��� �4"+ , �''�:: z;�•.�f ' ; _ � �• � a. . i. n��) ���y ��) �n� �'l�,, , , �.� - .. �< i_..i• �:-.; s. `c (0)0 0(0) (1)36 42(3) (6)706 4(1) (283)214 �(3) t•s `� , y,r ' � A � � r � � � � � � � � -,.. ,. � : �r �- ;� ,� - ,�': �� � �t,a�. . LOS t LOS LOS ? LOS LOS t LOS LOS 1 LOS '"' � o �� ' ��°' ` � A(A) � I � A�A) A�A� � I � A�A) A�A) � I � A�A� g��� � I � � (C'' ' 1i` ,� �''+1.��. ''�"'.�' +ie 4�&,,..�� i' .; �� � � -:'�� t � �`Ft r o � J 0 1 1 0 0 0 5 0 1 269 84 0 `1e� ,�,_ ' t �t'� A j :�,�"�'� § tiy�� a�ti`f�`=" '' � F �`��y,`�V���� o` �' a�•4 (�) (�) (a) (��)(��(50) (116)I�) (3) �248)(183)(4) ".�' . �,��y,, :�. ' _ ,� y �': �:". . �; • .'�` .• . ..�F , ��� LOS A(A1 LOS A(A� LOS B(Bi LOS A(A) � 't � +�+�.���1 �^� � y �i - Figure 4:Existing Conditions (2023J Peak Hour Traffic Vo/umes � Bozeman Health Deaconess Regional Medical Center Master Plan TlS san�bell Historical crash data was obtained from MDT for the five-year period from January 1, 2017 through December 31, 2021.The data was analyzed forthe purposes of calculating intersection crash and severity rates and evaluating collision type trends.Tables 2 and 3 below and on page 10, respectively, illustrate the results of that analysis.The following hospital accesses were removed from the analysis due to no MDT crashes being reported: Ellis Street/Lot G Access, Highland Boulevard and Lot A/B Access, Lot B/C & Internal Access, Highland Boulevard/Lot C/H Access, Lot C/H Access/Internal Access, Highland Boulevard/Hillcrest Access, Old Highland Boulevard and Lot E/D Access,Old Highland Boulevard/Lot E/F Access, Lot F/G Access/Internal Access.The intersection of Highland Boulevard/Lot B/C Access did have two reported crashes and was included in the analysis.The City of Bozeman Police Department crash database for hospital access intersections was reviewed but data was inconclusive due to locations not being identified and most crashes occurringwithin the parking lots. Tab/e 2:Crash History-Frequency and Severity Statistics Crash T e Crash Data3 HSM Predictions4 Predicted 2017- Average Crash Predicted Reported Average Intersection 2021 z Crash Rate Severity Crash Rate DEV' Crashes PDO Injury Fatality Frequency (Crash/ Index Crash (Crash/ (Crash/Yr) MVE) Frequency MVE) (Crash/Yr) Main St/Highland Blvd 17720 10 6 4 0 2.00 0.31 1.80 1.49 0.23 Ka Blvd/Hi hland Blvd 10045 4 2 2 0 0.80 0.22 2.00 1.78 0.49 Hi hland Blvd/Ellis St 10241 2 1 1 0 0.40 0.11 2.00 1.28 0.34 Hi hland Blvd/Lots B/C Access 10254 2 2 0 0 0.40 0.11 1.00 0.46 0.12 Old Hi hland Blvd/As en Pointe Dr 1783 0 0 0 0 0.00 0.00 0.00 0.5 0.77 ' Daily Entering Volume(DEV)estimated from 2023 peak hourcounts and 2017 through 2021 MDT published ADTs Z Crashes reported from January 1,2017 to December 31,2021 3 Crash rates expressed as crashes per million vehicles entering(MVE) 'Rates calculated using Highway Safety Manual(HSM)1st Edition predictive methodology Intersection crash rates were calculated on the standard basis of crashes per million vehicles entering (MVE) for each intersection.The MVE metric was estimated based on 2023 peak hourtraffic counts and published historical ADTvolumes from the MDTwebsite. Note that there were no MDT reported crashes at the intersection of Old Highland and Aspen Pointe Drive.Crash rates forthe study area intersections ranged from 0.00 crashes/MVE to 0.31 crashes/MVE. As a means of evaluating the historical crash frequency rates,expected rates were calculated using the predictive crash rate formulas in the American Association of State Highway Transportation Officials (AASHTO) Highway Safety Manual (HSM).The process involves calculating the number of crashes predicted in a year based on traffic demand (AADTs) and various physical and traffic environment-based conditions, such as lane configurations and traffic control.A frec{uency rate was then back-calculated on the basis of million vehicles entering for the sake of comparison with the actual historical crash rate.The results of the HSM comparison calculations for this study show that the historical crash rate was over 1.3 times higher than the predicted crash frec{uency for the intersection of Main Street/Highland Boulevard. For the remaining study area intersections,the predicted HSM rates were greater than or equal to the historical Bozeman Health Deaconess Regional Medical Center Master Plan TlS � sanbell crash rates.The HSM rate predictions and five-yearcrash totals foreach intersection are summarized in Table 2 on the previous page. Severity indexes were also calculated for the study area intersections.The severity index gives an indication of relative crash severity for a location based on the number of fatal, injury, and property damage only (PDO) crashes. Severity indexes for study area intersections were found to be between 1.80 and 2.00 for the intersections of Main Street/Highland Boulevard, Kagy Boulevard/Highland Boulevard, and Highland Boulevard/Ellis Street due to approximately half of all crashes resulting in injuries at each of the referenced intersections. Severity index calculation results are also summarized in Table 2. An analysis of collision classification was performed to determine if any patterns could be identified.Table 3 below illustrates the results of that analysis. Tab/e 3:Crash History- Co//ision Type Collision T e Rear Head Right Fixed SS, LT, Wild End On Angle Bicycle Object OD OD Animal Total Main St/Highland Blvd 1 2 1 1 1 4 10 Ka Blvd/Hi hland Blvd 1 1 1 1 4 Hi hland Blvd/Ellis St 1 1 2 Hi hland Blvd/Lots B/C Access 2 2 Old Hi hland Blvd/As en Pointe Dr 0 During the crash data analysis period,the intersection of Main Street/Highland Boulevard had two of 10 crashes (20 percent) due to right-angle collisions. Right-angle collisions typically occur at signalized intersections when drivers misjudge the speed orgap of approaching vehicles with permissive left-turns or due to red light running involving protected left-turn movements.The intersection has protected only left turn phasing on the northbound,eastbound, and westbound approaches.All of the right-angle collisions that occurred involved left-turningvehicles with a protected phase, implying that the right-angle crashes were due to red-light running. In addition,the intersection had four of 10 crashes (40 percent) due to left turn,opposite direction crashes.The fourcrashes involved vehicles on the eastbound and westbound approaches,where the left-turn movements have protected phasing. Both the right-angle and left turn, opposite direction crashes were most likely caused by red-light running. It is suggested that police presence be increased for red-light running enforcement at this intersection. It should be noted that the above crash analysis is speculative based on information provided by MDT. More detailed crash information would be needed to determine the exact cause of each collision. TRIP GENERATION This study utilized Trip Generation, 11th Edition, published by the Institute of Transportation Engineers (ITE), which is the most widely accepted source for determining trip generation projections.These projections are used to analyze the impacts of a new development on the surrounding area. For the purposes of this study, Land Use Code 610 - Hospital, Land Use Code 712 - Small Office Building,and Land Use Code 720 - Medical- Bozeman Health Deaconess Regional Medical Center Master Plan TlS m �� san�bell Dental Office Buildingwere used to estimate trip generation forthe Bozeman Health Deaconess Regional Medical Center.Table 4 below illustrates the results of the trip generation calculations for the site. Tab/e 4: Trip Generation Summary Land Use Independent Variable Average Weekday AM Peak Hour PM Peak Hour Intensit Units total enter exit total enter exit total enter exit Phase 2 ED Ex ansion� 7.5 1000 SF GFA 81 41 40 6 4 2 6 2 4 Phase 3 Brid erTower Ex ansion' 32 1000 SF GFA 345 173 172 26 17 9 28 10 18 Phase 4 Office S ace Parkin Gara e z 10 1000 SF GFA 144 72 72 17 14 3 22 7 15 Phase 5 MOB 63 100 1000 SF GFA 3186 1593 1593 268 217 51 284 71 213 Total Gross Tri s 3756 1879 1877 317 252 65 340 90 250 (1) Hospital-Land Use 610' Units=1000 SF GFA Average Weekday: Average Rate=10.77 (50%entering/50%exiting) Peak Hour of the Adjacent Street,One Hour between 7 and 9 AM: Average Rate=0.82 (67%entering/33%exiting) Peak Hour of the Adjacent Street,One Hour between 4 and 6 PM: Average Rate=0.86 (35%entering/65%exiting) (2) Small Office Building-Land Use 712" Units=1000 SF GFA Average Weekday: Average Rate=14.39 (50%entering/50%exiting) Peak Hour of the Adjacent Street,One Hour between 7 and 9 AM: Average Rate=1.67 (82%entering/18%exiting) Peak Hour of the Adjacent Street,One Hour between 4 and 6 PM: Average Rate= 2.16 (34%entering/66%exiting) (3) Medical-Dental Office Building-Land Use 720� Units=1000 SF GFA Average Weekday: Average Rate=31.86 (50%entering/50%exiting) Peak Hourof the Adjacent Street,One Hour between 7 and 9 AM: Average Rate= 2.68 (81%entering/19%exiting) Peak Hour of the Adjacent Street,One Hour between 4 and 6 PM: Average Rate= 2.84 (25%entering/75%exiting) �TripGeneration,llth Edition, Institute ofTransportation Engineers,2021 As Phase 1 of the Master Plan only includes parking lot expansions and abandonment, it is not anticipated to generate any new trips on its own but may result in a distribution of existing trips within the site. Phase 2 (ED expansion) is projected to generate 81 gross average weekday trips with six trips (4 entering/2 exiting) generated during the AM peak hour and six trips (2 entering/4 exiting) generated during the PM peak hour. Phase 3 (Bridger Tower expansion) is projected to generate 345 gross average weekday trips with 26 trips (17 entering/9 exiting) generated during the AM peak hour and 28 trips (10 entering/18 exiting) generated during the PM peak hour. Phase 4(office space in parking garage) is projected to generate 144 gross average weekday trips with 17 trips (14 entering/3 exiting) generated during the AM peak hour and 22 trips (7 entering/15 exiting) generated during the PM peak hour. Phase 5 (MOB 6) is projected to generate 3,186 gross average weekday trips with 268 trips (217 entering/51 exiting) generated during the AM peak hourand 284trips (71 entering/213 exiting) generated duringthe PM peak hour. In total, Phases 2-5 of the Bozeman Health Deaconess Regional Medical Center Master Plan are projected to generate 3,756 total gross average weekday trips with 317 trips (252 entering/65 exiting) generated during the AM peak hour and 340 trips (90 entering/250 exiting) generated during the PM peak hour. Trip generation projections provide an estimate of the total number of trips that would be generated by a proposed development. However, in orderto estimatethe net numberof newtrips made by personal Bozeman Health Deaconess Regional Medical Center Master Plan TlS m san�bell vehicles external to the site, adjustments must often be made to account for internal capture trips, pass-by trips, and trips made by alternate modes. Internal capture (IC) trips are trips that do not have origins or destinations external to a project site and therefore do not have an impact on external traffic operations. IC trips most often occur in mixed-use developments where residential,commercial, and office-related land uses exhibit a high rate of internal trip exchange. IC trips were therefore not calculated for the campus. Pass-by trips are trips that are made as intermediate stops on the way from a point of origin to a primary trip destination. Pass-by trips are attracted from traffic "passing by" on an adjacent street that offers direct access to the site. Pass-by trips are primarily attracted by commercial type land uses such as restaurants, convenience markets,and gas stations and were therefore also not calculated for this study. A portion of the external trips generated by the Bozeman Health Deaconess Regional Medical Center could be made by alternate modes (walking, biking,transit),thereby reducingvehiculartrips generated.The master plan proposes a new Streamline bus stop on the west side of the site, and it is likely that hospital patrons use transit services like Streamline and Galavan to access the hospital forappointments orwork. However, alternate mode trips were conservatively assumed to be negligible for the purposes of this analysis. TRIP DISTRIBUTION A trip distribution is an estimate of site-generated trip routing,which can be determined by several methods such as computerized travel demand models,calculation of travel time for various available routes and/or simple inspection of existing traffic patterns within the project area. Forthis study, distribution percentages were calculated based on collected existing volumes and previous traffic studies completed forthe Bozeman Health Deaconess Regional Medical Center. Figure 5 on page 14 presents the calculated trip distribution scheme forthe Future (2038) scenario. TRAFFIC ASSIGNMENT Traffic assignment is the procedure whereby site-generated vehicle trips are assigned to study area streets, intersections, and site access driveways based on the calculated trip distribution and the physical attributes of the development site. Using this approach, site-generated trips for the Bozeman Health Deaconess Regional Medical Centerwere assigned to the internal campus access intersections based on a weighted distribution considering the number of spaces in each parking lot as well as the locations of new developments and parking lot expansions, including the new 500-space parking garage. It was anticipated that the parking garage will be accessed via approaches adjacent to Lots C and H.The currently restricted access on Ellis Street was assumed to be changed to allow full-movement access in the future to better accommodate trips to MOB 6 and the parking expansion northwest of Lot A.The results of the traffic assignment exercise forthe Future (2038) scenario are also illustrated in Figure 5. Bozeman Health Deaconess Regional Medical Center Master Plan TlS m san�bell TRAFFIC IMPACTS T ��• � , � „ It was provided by the Client that Phases 1-5 are expected to be completed by approximately 2029. However, forthe purposes of this study, a 15-year Future (2038) horizon was chosen to be evaluated. In addition to the site-generated trips, background traffic volumes are also expected to increase for study area streets and intersections due to general growth in the Bozeman area.To account for that growth, historical MDT traffic data was reviewed, and it was determined that a background growth rate of 2.0 percent would be appropriate to model long-range ambient growth for thru movements along Highland Boulevard and at its intersections with Main Street and Kagy Boulevard. No growth rate was applied to movements within and accessing the campus. Future (2038) volumes were determined by combining the site-generated traffic assignments and existing traffic volumes with anticipated background growth applied. Figure 6 on page 15 shows the Future (2038) AM and PM peak hour traffic volume projections. The 2024 Bozeman Health Deaconess Regional Medical Center Subarea Plan currently proposes commercial and residential uses on the Highland AgTract east of Highland Boulevard.These uses would likely add substantial traffic volumes through the study network, including at shared accesses along Highland Boulevard across from the existing campus.Trips from potential development of this tract were not included in the Future (2038) volume projections forthis study,as not enough details are currently known about the subarea plan to perform trip generation calculations. Capacity calculations were performed for the Future (2038) scenario based on the AM and PM peak hour traffic volume projections presented in Figure 6. Peak hourfactors (PHFs) forthe design yearwere 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 6 also shows the Future (2038) LOS results at each intersection. The results of the Future (2038) intersection capacity calculations show that the external intersections of Highland Boulevard with Main Street and Kagy Boulevard are projected to experience worsening delay.The Main Street/Highland Boulevard intersection is projected to operate at LOS D orworse on all approaches and overall intersection value during both peak hours. Projected 95th percentile c{ueues are up to 30 vehicles (750 feet) on Main Street during each peak hour.At the Kagy Boulevard/Highland Boulevard intersection the lowvolumes on the northbound approach are projected to experience LOS E orworse during both peak hours,and the southbound approach is expected to operate at LOS E during the PM peak hourwith a 95th percentile projected queue of 12 vehicles.The remaining intersections surrounding the Bozeman Health Deaconess Regional Medical Center site are projected to continue to operate at LOS C or betterwith moderate 95th percentile c{ueuing at the Ellis Street/Highland Boulevard intersection due to the traffic signal. A detailed intersection capacity summary table and capacity calculation worksheets for the Future (2038) traffic scenario are included in Appendix C. 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'�',�; �; ���E�L� 4,,,�4 `ic� �+rc�' • �.J�N �;<_, 'r� '_��' �_ ,y1' �.�``4..� �� �''3"5:.� ���� � �, .4 '�> s, - `` ��: : }.a .• � a i . «. . r73 . � �. . � , �.�c.�....�...- � '� �. � s . - KEY :i �-' � Ya.'1�, �,� .►.� '� � � \ r .:�i ��'`� �:y � � '.�, - �� ♦.ws• �� 'at a. � •���._.� v`•`, `� ...�K � �C=:�L L'Y,� � ��-L� i.,`i .�.' •� ` :� � L� �,,:: . _ � ( �� i .��7 •�• 4'K � XX — AM Peak Hour ��++��+��Zc�t�����'+��w L.. �a �� / � . •'� . �,'� _ :F�� � '., f, �', �.. y _ -~ • 9 4" ` -� � �. ��� a �. (XX) — PM P82k HOUf w t �' � • .�� ` �lt��` `' �a�: a ,,.r�,:�, , '� ';���� � S" , � ` r�i:�` +� .i � � ' '.�+t:i �. � ��_Y i.�` LOSA(A) — LOSAM(P�1 ��4�.46':�'�i. ���•: 5, � �� � .�t �� . � ♦C��� �:., . 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' �. .�� �� `�Y' ' . � t^� '�Z - , , . �.��,�� k • '�.s �b , . y � r• °�"�-� K �.`�� ,� 1 �, ,� 1 �, ,� 1 �, ,� 1 �, r �'.°• ' � :� �� r � ` ��t �.�,�✓; � � •� :� ! .:... *. . � : (123)19 � � 5(Zz) (4)23 � "� 14(4) (7)17 � � 18(9) (35)$ � � 0(B) 'o� ,i;T''- ,:� S� a ` .�` . � � � t"'- . �i`: LOS LOS LOS LOS t ' * '_� � . `��t` � �„` � � �8�� � n�n> �— 2(0) (43)15 � ��n� f-- 48(16) (36)79 —► n�;�) f— 31(53) ��1� —� A lCl f— 3{4) ' " �.��"`4 �4`ti�' �x�"� ' J%i,o., i.fi ' , . �i�, i.,•:. ` F`�,.. ��•• ', � � �r L, t :" � (�10 �(0) (5149 93(5) (15)143 8(3) (431)301 1(4) 't�, ^ ,^� . �c- �.• �} ` ' � � � � � � � � t't,7rt•�-" �► !'I t - lc= 'S.x�r - �a°" ,� �T�� i r� r LOS t LOS LOS 1 LOS LOS 1 I.OS LOS 1 LOS � � �; `�'�' .�c `r' '�' � t,_„ 'i� .. �"`'f S A�A� � I � A�A) A�A� � I � A�A) A�A� � I � A(A) Ci'�' � I � r�� � 4 i� .6S.�4i • �� � �. � ri- _ � . Z� '!� ',�,'' �: i� �. -.� � � �a. � ti 4� . .a4�`�::'t � t� ��r :�2�f,,. �•� � � •`t��''�. 0 1 1 2 0 2 12 0 2 412 113 0 �e w � � a- �'� t� �3 1%,� _ ' �+� ' ��) (�)(�) (30)(�)(80) (149)(2) (�) 1352)(2461�5) � - �> • s� . :�., i. � �:: : , ,,, �.� �,. ��.. _ ` �'; R'�� �r� . �� LOS A(Aj LOS 9(A� LOS d(dl LOS A(A) 't, � y` �`-"��+- ��� ' ��'�.� � ��>`��. .�� � ' ��• Figure 6:Future (2038J Traffic Pro,jections Bozeman Health Deaconess Regional Medical Center Master Plan TlS � san.bell A variety of potential mitigation improvement options were evaluated to address existing concerns and/or projected impacts for study area streets and intersections.The following paragraphs provide details on that analysis. Bozeman Transportation Master Plan (TMP) The Bozeman TMP recommends improvements to several streets and intersections in the study area. Corridorand intersection improvement recommendations include: 1. Highland Boulevard reconstructed to a five-lane urban principal arterial standard from Main Street to Knolls Drive; and a three-lane urban principal arterial standard from Knolls Drive to Kagy Boulevard 2. Kagy Boulevard reconstructed to a four-lane urban principal arterial standard from South Willson Avenue to Highland Boulevard; and a three-lane urban principal arterial standard from Highland Boulevard to Bozeman Trail Road 3. Installation of a traffic signal, roundabout, or other adequate traffic control device when warrants are met at the intersection of Kagy Boulevard/Highland Boulevard None of these improvement projects are designed or programmed for construction as of this writing.As such,the baseline condition for analysis was that the improvements will not be in place in the Future (2038) scenario. However,the recommended project improvements were considered as potential mitigation alternatives. Auxiliary Turn Lanes Auxiliary right- and left-turn lane warrants were evaluated based on the methodology outlined in the MDT Traffic Engineering Manual (November 2007) forthe Existing Conditions (2023) and Future (2038) analysis scenarios: • Highland Boulevard/Lots C/H Access intersection: Northbound left-turn and southbound right- turn lanes are projected to be warranted based on the Future (2038) scenario.These turn lanes are projected to have a minimal impact on intersection capacity,which is already projected to be at LOS C or better. • Remaining intersections: No other new turn lanes are projected to be warranted in the study area. The final decision to install any turn lanes should be made by the City of Bozeman after evaluating what impacts they may have to other aspects of the intersections or adjacent intersections.Additionally,the warrant analysis was performed based on the existing roadway geometry. If road sections are reconstructed to include additional lanes,then the turn lane warrants should be updated based on the criteria for a multi-lane road segment.Auxiliary turn lane warrant worksheets for the Existing Conditions (2023) and Future (2038) scenarios can be found in Appendix D. Bozeman Health Deaconess Regional Medical Center Master Plan TlS � san.�bell Traffic Signals Traffic signal warrants were evaluated at the Highland Boulevard/Lots B/C Access intersection using criteria outlined in the Manual on Uniform Traffic Control Devices (MUTCD) for the Existing Conditions (2023) and Future (2038) traffic volume scenarios.The MUTCD presents several warrants that can be considered based on traffic volumes, school crossings,crash history, and others. For the purposes of this analysis,Warrants 4, 5,and 9 (Pedestrian Volume, School Crossing, and Intersection Near a Grade Crossing) were not evaluated because there are no pedestrians or school children crossing the major road nor railroad crossings near the evaluated intersection.Additionally, satisfaction of the Peak Hour Warrant alone should not be considered as warranting a signal,as it is primarily meant for application at office complexes, manufacturing plants, or other high-occupancy vehicle facilities that attract or discharge large numbers of vehicles over a short time. No signal warrants are currently met or projected to be met in the Future (2038) scenario at the Highland Boulevard/Lots B/C Access intersection due to low volumes on the minor approach. Signal warrant worksheets forthis intersection can be found in Appendix E. A preliminary analysis of signal warrants was also performed forthe Kagy Boulevard/Highland Boulevard intersection using two hours of collected AM and PM peak hour data. It was found that volumes from both peak hours meet Warrant 1 (Eight-Hour Vehicular Volume),one peak hour meets Warrant 2 (Four-Hour Vehicular Volume), and no peak hours meet Warrant 3 (Peak Hour) with Existing Conditions (2023) volumes. In the Future (2038) scenario,volume projections for both peak hours meet Warrants 1, 2, and 3. Based on the peak hourtraffic data that was analyzed a signal is anticipated to be warranted forthe Kagy Boulevard/Highland Boulevard intersection. Improved Intersection Capacity Main Street/Highland Boulevard:This intersection is projected to operate with failing capacity on all approaches in the Future (2038) scenario,with high conflicting volumes between several movements. It was found that minor changes to the signal timing and phasing plan would provide slight improvements to capacity.These improvements include a shorter cycle length and replacement of the protected-only phasing for eastbound left turns with permissive phasing, as there was only one vehicle recorded making this movement between both peak hours.Additional capacity improvements could be achieved by reallocating the shared northbound thru/right-turn lane to serve right turns only, as there were zero vehicles recorded making the northbound thru movement during both peak hours. If necessary,the thru movement could still be accommodated during the protected-only phase for northbound left turns via the outside lane.With a dedicated northbound right-turn lane and implementation of an overlap phase, capacity is projected to improve to LOS D or better on all approaches during both peak hours except for the southbound approach during the AM peak hour,which is projected to operate at LOS E. However,this approach only has three vehicles,all of which make right turns. It is likely that installation of dual westbound left-turn lanes may become necessary due to high volume projections for this movement, especially during the AM peak hour.This improvement would fit within the existing surface width on Main Street, but Highland Boulevard would have to be widened to accommodate the associated additional receiving lane. Implementation of these dual lanes would improve most approaches to LOS C during both peak hours. Bozeman Health Deaconess Regional Medical Center Master Plan TlS m sanbell Kagy Boulevard/Highland Boulevard: With theTMP-recommended expanded section on Highland Boulevard to a three-lane urban principal arterial, including a southbound thru/right-turn and dedicated left-turn lane, operations are projected to improve to LOS C on the southbound approach during the PM peak hour in the Future (2038) scenario. Northbound operations are projected to remain at LOS E and F, but very few vehicles are projected to experience this delay.With installation of a traffic signal and no improvements to intersection geometry,the intersection is projected to operate at �OS C or better on all approaches during both peak hours in the Future (2038) scenario. CONCLUSIONS & RECOMMENDATIONS The preceding analysis has shown that buildout of Phases 1-5 of the Bozeman Health Deaconess Regional Medical Center Master Plan will generate a moderate volume of new traffic demand for area streets and intersections.These phases are estimated to generate approximately 3,756 gross new trips on an average weekday. The Existing Conditions (2023) traffic scenario analysis showed that one low-volume approach at each of the Main Street/Highland Boulevard and Kagy Boulevard/Highland Boulevard intersections currently operate at LOS D during the AM peak hour.All other intersections and approaches surrounding the campus currently operate at LOS C or better. The crash analysis revealed that the intersection of Main Street/Highland Boulevard had 1.3 times more crashes than predicted,with 60 percent of crashes most likely being caused by red-light running. Future (2038) scenario capacity calculations showed that the Main Street/Highland Boulevard intersection is projected to operate at LOS D orworse on all approaches during both peak hours. Both minor approaches at the Kagy Boulevard/Highland Boulevard intersection are projected to operate at LOS E or F during at least one peak hour.The remaining study intersections are projected to continue to operate at LOS C or better. Auxiliary turn lane warrants were evaluated based on the application of MDTTraffic Engineering Manual criteria and a northbound left-turn and southbound right-turn lane were found to be warranted at the Highland Boulevard/Lots C/H Access intersection based on the Future (2038) scenario. However,these lanes are not needed to address capacity deficiencies, as the intersection is projected to operate at LOS C or betterwithout the warranted lanes. Traffic signal warrants were evaluated based on MUTCD criteria and it was found that a signal is not projected to bewarranted atthe Highland Boulevard/Lots B/CAccess intersection in eitherthe Existing Conditions (2023) or Future (2038) scenarios.Traffic signal warrants were also evaluated at the Kagy Boulevard/Highland Boulevard intersection with just the peak hour volumes, and it was found that these volumes meet multiple warrants for both the Existing Conditions (2023) and Future (2038) scenarios. Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� san.bell The Bozeman Transportation Master Plan (TMP) recommends several improvements to the study area, includingwidening of Highland Boulevard and Kagy Boulevard, and potential installation of a traffic signal or other improvement at the Kagy Boulevard/Highland Boulevard intersection when warrants are met. The expected future development of the Highland AgTract as evaluated in the ongoing 2024 Bozeman Health Deaconess Regional Medical Center Subarea Plan update will have a large impact on operations along Highland Boulevard; intersections accessing the campus would be expanded to include connections to the east and traffic patterns in the study area will likely be altered.The Future (2038) projections do not account for potential development of the subarea due to the limited information available about the nature and density of expected uses on the site. A mitigations analysis found that small changes to the Main Street/Highland Boulevard intersection including re-striping, signal timing and phasing optimization, and addition of a northbound right-turn overlap phase could improve capacity to LOS D or better on all but one approach across both peak hours in the Future (2038) scenario. Installation of dual westbound left-turn lanes and other associated improvements would further improve most approaches to LOS C.The addition of separate southbound lanes at the Kagy Boulevard/Highland Boulevard intersection is projected to improve southbound delay to LOS C in the Future (2038) scenario.With installation of a traffic signal,the intersection is projected to operate at LOS C or better. The following list of recommendations is based on the analysis results from this study and the professional judgment of the author: • Consideration should be given to increasing police presence for red-light running enforcement at the intersection of Main Street/Highland Boulevard • Intersection operations should be monitored at the Main Street/Highland Boulevard intersection to determine when signal timing, phasing, and geometric changes should be implemented. Initial changes could include re-striping to provide a dedicated northbound right-turn lane with overlap phasing. It is likely that dual westbound left-turn lanes will eventually be required due to high volumes.These lanes could be striped within the existing pavement width on Main Street, but Highland Boulevard would need to be reconstructed to accommodate the additional receiving lane, which could be accomplished if the TMP recommendation to reconstruct Highland Boulevard to a five-lane section is completed. • Reconstruction of the southbound approach of the Kagy Boulevard/Highland Boulevard intersection to a three-lane section with a southbound thru/right-turn and dedicated left-turn lane should be considered to address predicted capacity deficiency. Signal warrants should continue to be monitored as the Highland AgTract, east of Highland Boulevard, is developed. • The warranted northbound left-turn and southbound right-turn lanes should be considered for installation at the Highland Boulevard/Lots C/H Access intersection,although there are no capacity Bozeman Health Deaconess Regional Medical Center Master Plan TlS � �� sanbell deficiencies projected at the intersection without the warranted lanes.The TMP recommendation to widen Highland Boulevard would likely be implemented concurrent with development of the Highland AgTract, and the warranted lanes or other improvements associated with Ag Tract development could be installed at that time. • All transportation-related improvements shall be designed in accordance with City of Bozeman and/or MDT standards (where applicable) and the Manual on Uniform Traffic Control Devices (MUTCD). Bozeman Health Deaconess Regional Medical Center Master Plan TlS m TRAFFIC VOLUME DATA n � � m z v � a ��� �� �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&Main St Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc Higl�land Bh•d lia�t��t-cs�Strcct: llain St Vehicle Volumes and Adjustments l lighland 13kd l lighland 13kd �lain St �lain St Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 1.00 1.00 1.00 1.00 0.83 0.83 0.83 0.83 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 7.30 AM 0 0 0 0 0 23 0 31 0 54 49 64 0 0 113 0 91 68 0 159 326 7:45 AM 1 0 0 0 1 42 0 42 0 84 SS 66 0 0 124 1 720 97 0 218 427 8:00 AM 0 0 0 0 0 22 0 43 0 65 46 73 0 0 119 2 132 81 0 215 399 8:1511D7 1 0 0 0 1 28 0 35 0 C3 CC 84 0 0 150 0 90 84 0 174 388 Gxand Total 2 0 0 0 2 115 0 151 0 266 219 287 0 0 506 3 433 330 0 766 1540 Mcdium Truck% 0.0 0.0 0.0 0.0 0.0 2.6 0.0 2.0 0.0 23 2.7 4.9 0.0 0.0 4.0 0.0 23 03 0.0 1.4 Hcaw Truck% 50.0 0.0 0.0 0.0 50.0 0.0 0.0 0.7 0.0 0.4 0.5 1.4 0.0 0.0 1.0 0.0 1.4 03 0.0 0.9 Total Truck% 50.0 0.0 0.0 0.0 50.0 2.6 0.0 2.6 0.0 2.6 3.2 63 0.0 0.0 4.9 0.0 3.7 0.6 0.0 23 Total% 0.1 0.0 0.0 0.0 0.1 7.5 0.0 9.8 0.0 173 14.2 18.6 0.0 0.0 32.9 0.2 28.1 21.4 0.0 49.7 100.0 PHP OSO OSO OSO 0.7) 0.7) 0.7) L00 L00 L00 0.88 0.88 0.88 090 Highland Bhrd In Out 2 3 RT Tf i I,T U 2 0 0 0 � � w y .� � H � .� w 'S � � � W � a � o H Total Entering o r' � 1540 � �; 5 r � � c F' c � c o � �n � N E� N � N l � T � 0 151 0 115 U LT TH RT 549 266 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: 1 tighland Blvd&Main St tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. Main St Highland Blvd Highland Blvd Main St Main St Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tum Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 0.83 0.83 0.83 0.83 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 4:30 PM 1 1 2 0 4 81 0 73 0 154 47 120 1 0 768 0 94 35 0 729 455 4:45 Pl7 0 0 0 0 0 78 0 53 0 131 44 115 0 0 159 0 )0 34 0 124 414 5:00 PM 1 1 6 0 8 97 0 88 0 185 55 132 0 0 187 0 86 36 0 122 502 5:75 PNl 0 3 1 0 4 73 0 57 0 730 41 756 0 0 797 0 87 40 0 127 458 Grand Total 2 5 9 0 16 329 0 271 0 600 187 523 1 0 711 0 357 145 0 502 1829 Medium Truck% 0.0 0.0 0.0 0.0 0.0 0.6 0.0 1.1 0.0 0.8 0.0 1.0 0.0 0.0 0.7 0.0 0.8 1.4 0.0 1.0 Lleaw Truck% 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.0 0.2 0.0 0.6 0.0 0.0 0.4 0.0 1.1 0.0 0.0 0.8 Toeal Truck% 0.0 0.0 0.0 0.0 0.0 0.9 0.0 1.1 0.0 1.0 0.0 1.5 0.0 0.0 1.1 0.0 2.0 1.4 0.0 1.8 Total% 0.1 0.3 0.5 0.0 0.9 18.0 0.0 14.8 0.0 32.8 10.2 28.6 0.1 0.0 38.9 0.0 19.5 7.9 0.0 27.4 100.0 PLLN 0.50 0.50 0.50 0.81 0.81 0.81 0.95 0.95 0.95 1.00 1.00 1.00 0.91 I lighland I31vd In Out 16 1 RT TH LT U 2 � 9 0 � � � � � � y � c � u, O r� o � � .. �v � u ;� Total Entering � � � 1829 � � � r � =, o F ,� c °O G � � M '-�` ��-r F � � � � I � 1 0 271 0 329 U I,T Tf i RT 337 600 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&Lots C/H Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc Higl�land Bh•d lia�t��t-cs�Strcct: Lo�s C/H,lccc« Vehicle Volumes and Adjustments l lighland 13h�d l lighland 13h�d Lots C�l I lccess Lots C�l I lccess Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 2 35 0 0 37 0 52 2 0 54 1 0 4 0 5 0 0 0 0 0 96 7:45 AM 12 48 0 0 60 0 63 3 0 66 0 0 3 0 3 0 0 0 0 0 129 8:00 AM 6 43 0 0 49 0 63 6 0 69 3 0 5 0 8 0 0 0 0 0 126 8:1511D7 4 51 0 0 55 0 CS 4 0 C9 3 0 0 0 3 0 0 0 0 0 127 Gxand Total 24 177 0 0 201 0 243 15 0 258 7 0 12 0 19 0 0 0 0 0 478 Mcdium Truck% 0.0 3.4 0.0 0.0 3.0 0.0 0.8 0.0 0.0 0.8 0.0 0.0 83 0.0 53 0.0 0.0 0.0 0.0 0.0 Hcaw Truck% 0.0 1.7 0.0 0.0 15 0.0 0.8 0.0 0.0 0.8 0.0 0.0 83 0.0 53 0.0 0.0 0.0 0.0 0.0 Total Truck% 0.0 5.1 0.0 0.0 45 0.0 1.6 0.0 0.0 1.6 0.0 0.0 16.7 0.0 105 0.0 0.0 0.0 0.0 0.0 Total% 5.0 37.0 0.0 0.0 42.1 0.0 50.8 3.1 0.0 54.0 1.5 0.0 2.5 0.0 4.0 0.0 0.0 0.0 0.0 0.0 100.0 PHP 0.84 0.84 0.84 098 098 098 L00 L00 L00 L00 L00 L00 093 Highland Bhrd In Out 201 255 RT Tf i I,T U 24 177 0 0 � � o y .~ � H'S O "' � � � o ;y � Total Entering � r' a � `� 478 � � �- � � � o N � c �, E� N c � o � � G n � l � T � 0 15 243 0 U LT TH RT 184 258 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: I tighland Blvd&I,ots C/H Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. I,ots C/H Access Highland Blvd Highland Blvd Lots C/H 1�cccss Lots C/H ticccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 2 53 0 0 55 0 66 5 0 71 4 0 16 0 20 0 0 0 0 0 146 4:45 Pl7 2 55 0 0 57 0 53 3 0 56 10 0 11 0 21 0 0 0 0 0 134 5:00 PM 1 62 0 0 63 0 74 0 0 74 10 0 17 0 27 0 0 0 0 0 164 5:75 PNl 3 71 0 0 74 0 69 2 0 71 4 0 3 0 7 0 0 0 0 0 152 C;rand Total 8 241 0 0 249 0 262 10 0 272 28 0 47 0 75 0 0 0 0 0 59C Medium Truck% 0.0 0.8 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.7 0.0 0.0 2.1 0.0 1.3 0.0 0.0 0.0 0.0 0.0 Lleaw Truck% 0.0 0.4 0.0 0.0 0.4 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 Toeal Truck% 0.0 1.2 QO 0.0 1.2 0.0 1.1 0.0 0.0 1.1 0.0 0.0 2.1 0.0 7.3 0.0 0.0 0.0 0.0 0.0 Total% 1.3 40.4 0.0 0.0 41.8 0.0 44.0 1.7 0.0 45.6 4.7 0.0 7.9 0.0 12.6 0.0 0.0 0.0 0.0 0.0 100.0 P1 LN 0.99 0.99 0.99 0.91 0.91 0.91 0.69 0.69 0.69 1.00 1.00 1.00 0.91 I lighland I31vd In Out 249 309 RT TH LT U 8 241 0 0 � � � � � � H 5 � � O � � � � �, Total Entering � � a � 2 596 � � �- � � � o N =, o �, F � a �n C' _ � � � � o " � N 1 � 1 o ,o z�z o U I,T Tf i RT 26) 272 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&Lots A/B Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc Higl�land Bh•d I?a�t��t-cs�Strccv Lo�s��/B,lccc« Vehicle Volumes and Adjustments l lighland 13h�d l lighland 13h�d Lots;1�13 lccess Lots;1�13 lccess Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 7 44 0 0 51 0 52 2 0 54 4 0 7 0 11 0 0 0 0 0 116 7:45 AM 8 68 0 0 76 0 58 4 0 62 4 0 2 0 6 0 0 0 0 0 144 8:00 AM 5 73 0 0 78 0 60 3 0 63 0 0 0 0 0 0 0 0 0 0 141 8:1511D7 7 70 0 0 77 0 58 0 0 58 1 0 4 0 5 0 0 0 0 0 140 Gxand Total 27 255 0 0 282 0 228 9 0 237 9 0 13 0 22 0 0 0 0 0 541 Mcdium Truck% 0.0 2.4 0.0 0.0 2.1 0.0 2.2 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 Hcaw Truck% 0.0 0.8 0.0 0.0 0.7 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 3.1 0.0 0.0 2.8 0.0 2.6 0.0 0.0 25 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 5.0 47.1 0.0 0.0 52.1 0.0 42.1 1 J 0.0 43.8 1 J 0.0 2.4 0.0 4.1 0.0 0.0 0.0 0.0 0.0 100.0 PHP 093 093 093 096 096 096 092 092 092 L00 L00 L00 094 Highland Bhrd In Out 282 241 RT Tf i I,T U 27 255 0 0 � � o y .~ � H'S O "' � � � o ;y �, Total Entering � r' a � � 541 y � � � � � � o N � c � E� M c N o O � G n � � l � T � � � zz� � U LT TH RT 264 237 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: 1 tighland Blvd&I,ots A/B Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. I,ots A/I3 Access Highland Blvd Highland Blvd Lots[i/B l�cccss Lots A/B ticccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Total Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 3 60 0 0 63 0 83 1 0 84 2 0 8 0 70 0 0 0 0 0 157 4:45 Pl7 2 G2 0 0 G4 0 GS 0 0 GS 1 0 8 0 ) 0 0 0 0 0 138 5:00 PM 1 66 0 0 67 0 95 2 0 97 4 0 9 0 13 0 0 0 0 0 177 5:75 PNl 3 74 0 0 7? 0 67 2 0 69 2 0 6 0 S 0 0 0 0 0 154 Grand Total 9 262 0 0 271 0 310 5 0 315 9 0 31 0 40 0 0 0 0 0 626 Medium Truck% 0.0 0.8 0.0 0.0 0.7 0.0 1.6 0.0 0.0 1.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Lleaw Truck% 0.0 0.4 0.0 0.0 0.4 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 Toeal Truck% 0.0 1.1 QO 0.0 1.1 0.0 1.9 0.0 0.0 1.9 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 0.0 Total% 1.4 41.9 0.0 0.0 43.3 0.0 49.5 0.8 0.0 50.3 1.4 0.0 5.0 0.0 6.4 0.0 0.0 0.0 0.0 0.0 100.0 P1 LN 1.00 1.00 1.00 0.81 0.81 0.81 0.77 0.77 0.77 1.00 1.00 1.00 0.88 I lighland I31vd In Out 271 341 RT TH LT U ) 262 0 0 � � � � � � H � ^ o O � � � � �, Total Entering � � a � � 626 � � � 2 � � � o N =, o �, F c o� "' � O � o " � � 1 � 1 0 5 310 0 U I,T Tf i RT 271 315 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&I�as�ry Blvd Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/SouthSuccc Higl�landBh•d lia�t��t-cs�Strcct: lia�n B1�d Vehicle Volumes and Adjustments l lighland 13kd l lighland 13kd ha�c 131��d ha�c 131��d Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 0.83 0.83 0.83 0.83 1.00 1.00 1.00 1.00 0.83 0.83 0.83 O.S3 0.83 0.83 0.83 0.83 7.30 AM 43 0 1 0 44 0 0 1 0 1 0 18 49 0 67 3 43 0 0 46 158 7:45 AM 57 1 0 0 SS 0 2 0 0 2 0 21 64 0 85 8 64 0 0 72 217 8:00 AM 69 0 0 0 69 0 0 0 0 0 0 18 68 0 86 8 73 0 0 81 236 8:1511D7 45 0 3 0 48 0 0 0 0 0 0 27 88 0 115 1 38 0 0 39 202 Gxand Total 214 1 4 0 219 0 2 1 0 3 0 84 269 0 353 20 218 0 0 238 813 Mcdium Truck% 4.2 0.0 0.0 0.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0 1.2 1.1 0.0 1.1 10.0 2.8 0.0 0.0 3.4 Hcaw 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% 4.2 0.0 0.0 0.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0 1.2 1.1 0.0 1.1 10.0 2.8 0.0 0.0 3.4 Total% 263 0.1 0.5 0.0 26.9 0.0 0.2 0.1 0.0 0.4 0.0 103 33.1 0.0 43.4 2.5 26.8 0.0 0.0 293 100.0 PHP 0.7) 0.7) 0.7) 1.00 1.00 L00 L00 L00 L00 0.73 0.73 0.73 0.85 Highland Bhrd In Out 21) 2)1 RT TIi I,T U 214 1 4 0 � � � y .� � H � M � x N o � � _ � � y Total Entering o r' � 813 �a � � f � �. � � H � � ,� c� � O M � r�r E'i W � G l � T �' 0 1 2 0 U LT TH RT 1 3 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: 1 tighland Blvd&1Sagy Blvd tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. Kagy I31vd Highland Blvd Highland Blvd I�a�ry Blvd I�a�ry Blvd Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Total Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tum Tota1 Right Thru Lcft U-tum Total Total Pactor 0.83 0.83 0.83 0.83 L00 1.00 1.00 1.00 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 4:30 PM 59 1 5 0 65 2 1 1 0 4 2 37 71 0 710 0 31 0 0 31 270 4:45 Pl7 G3 0 3 0 G6 0 0 2 0 2 0 42 50 0 92 4 48 0 0 52 2g2 5:00 PM 80 0 5 0 85 3 0 0 0 3 1 55 68 0 124 5 28 0 0 33 245 5:75 PNl 81 0 3 0 84 1 2 0 0 3 1 49 59 0 709 4 26 0 0 30 226 Grand Total 283 1 16 0 300 6 3 3 0 12 4 183 248 0 435 13 133 0 0 146 893 Medium Truck% 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.5 1.6 0.0 1.1 0.0 1.5 0.0 0.0 7.4 Lleaw 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 0.4 0.0 0.2 0.0 0.0 0.0 0.0 0.0 Toeal Truck% 0.7 0.0 0.0 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0 0.5 2.0 0.0 1.4 0.0 1.5 0.0 0.0 1.4 Total% 31.7 0.1 1.8 0.0 33.6 0.7 0.3 0.3 0.0 1.3 0.4 20.5 27.8 0.0 48.7 1.5 14.9 0.0 0.0 16.3 100.0 P1 LN 0.88 0.88 0.88 1.00 1.00 1.00 0.87 0.87 0.87 1.00 1.00 1.00 0.91 I lighland I31vd In Out 300 264 RT TH LT U 283 1 16 0 � � �, � � c� � w � O � � � � � � Total Entering � � � 893 � � � f � =, o F � �n c� iv r C � M N -�. F � � � 1 � 1 0 3 3 6 U I,T Tf i RT � 12 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&Ellis St Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc Higl�land Bh•d lia�t��t-cs�Strccv lilli�S� Vehicle Volumes and Adjustments l lighland 13kd l lighland 13kd I�:Ilis St I�:Ilis St Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 49 48 8 0 105 5 47 2 0 54 0 1 15 0 16 6 1 5 0 12 187 7:45 AM 65 69 17 0 151 5 53 0 0 SS 0 0 73 0 13 6 2 2 0 10 232 8:00 AM 38 67 10 0 115 6 56 0 0 62 0 1 7 0 8 4 0 5 0 9 194 8:1511D7 50 75 17 0 142 8 5C 2 0 CC 0 1 5 0 C 5 1 1 0 7 221 Gxand Total 202 259 52 0 513 24 212 4 0 240 0 3 40 0 43 21 4 13 0 38 834 Mcdium Truck% 0.0 3.9 0.0 0.0 1.9 0.0 2.4 0.0 0.0 2.1 0.0 333 0.0 0.0 23 4.8 0.0 15.4 0.0 7.9 Hcaw Truck% 0.0 0.4 0.0 0.0 0.2 0.0 0.9 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Truck% 0.0 4.2 0.0 0.0 2.1 0.0 33 0.0 0.0 2.9 0.0 333 0.0 0.0 23 4.8 0.0 15.4 0.0 7.9 Total% 24.2 31.1 6.2 0.0 61 S 2.9 25.4 0.5 0.0 28.8 0.0 0.4 4.8 0.0 5.2 2.5 0.5 1.6 0.0 4.6 100.0 PHP 0.85 0.85 0.85 1.00 1.00 L00 0.83 0.83 0.83 095 095 095 090 Highland Bhrd In Out 513 273 RT Tf i I,T U 202 259 52 0 � � N y 5 � �~ � x w � N oo a � � y Total Entering o r' � 834 � � � � � H � c �; � � O _ � � rt � M � G l � T �' 0 4 212 24 U LT TH RT 272 240 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: 1 tighland Blvd&Ellis St tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. Ellis St Highland Bhrd Highland Bhrd Ellis St Ellis St Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Total Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 6 52 8 0 66 4 83 1 0 88 2 0 53 0 55 29 0 8 0 37 246 4:45 Pl7 J G3 4 0 76 3 G8 1 0 72 0 1 46 0 47 16 0 3 0 1) 214 5:00 PM 6 55 8 0 69 3 92 0 0 95 3 2 69 0 74 22 0 10 0 32 270 5:75 PNl 68 5 0 80 3 70 0 0 73 4 1 53 0 SS 16 0 9 0 25 236 Grand Total 28 238 25 0 291 13 313 2 0 328 9 4 221 0 234 83 0 30 0 113 966 Medium Truck% 0.0 0.4 4.0 0.0 0.7 7.7 1.9 0.0 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.3 0.0 0.9 Lleaw Truck% 0.0 0.4 0.0 0.0 0.3 0.0 0.6 0.0 0.0 0.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Toeal Truck% 0.0 0.8 4.0 0.0 1.0 7.7 2.6 0.0 0.0 2.7 0.0 0.0 0.0 0.0 QO 0.0 0.0 3.3 0.0 0.9 Total% 2.9 24.6 2.6 0.0 301 1.3 32.4 0.2 0.0 34.0 0.9 0.4 22.9 0.0 24.2 8.6 0.0 31 0.0 ll.7 100.0 P1 LN 1.00 1.00 1.00 0.86 0.86 0.86 0.79 0.79 0.79 0.88 0.88 0.88 0.90 I lighland I31vd In Out 291 617 RT TH LT U 28 238 25 0 � � � � � � H O � w � � o :� Total Entering � � � 966 � � � =, o F N c � �" � G `•' �„ � - c� F � � � l � 1 0 2 313 13 U I,T Tf i RT 277 328 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Entrance 8&Lots F/G Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc linuancc 8 lia�t��t-cs�Strccv Lo�s P�G,lccc« Vehicle Volumes and Adjustments I�:ntrance 8 I�:nn'ance 8 Lots 1-�G lccess Lots 1-�G lccess Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru l.eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'fotal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 0 0 0 0 0 2 0 7 0 9 8 6 0 0 14 0 1 0 0 1 24 7:45 AM 0 0 0 0 0 3 0 4 0 73 77 0 0 30 0 1 0 0 1 38 8:00 AM 0 0 0 0 0 3 0 0 0 3 4 9 0 0 13 0 0 0 0 0 16 8:15 11D7 0 0 0 0 0 3 0 4 0 7 3 1 C 0 0 19 0 1 0 0 1 27 Gxand Total 0 0 0 0 0 11 0 15 0 26 28 48 0 0 76 0 3 0 0 3 105 Mcdium Truck% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.7 0.0 3.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Hcaw 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 6.7 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% 0.0 0.0 0.0 0.0 0.0 10.5 0.0 143 0.0 24.8 26J 45J 0.0 0.0 72.4 0.0 2.9 0.0 0.0 2.9 100.0 PHP L00 1.00 L00 093 093 093 0.63 0.63 0.63 0.75 0.75 0.75 0.6) Entrancc 8 In Out 0 0 RT Tf i I,T U 0 0 0 0 � � o y •~ `„ H'S 7 00 ,,, � � � O y � Total Entering � r' a � � 105 � ; � � � o N � c �, F' c c .� u, O � � � rt � E� � � N l � T � 0 15 0 11 U LT TH RT 28 26 Out In � Entrance 8 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: Entrance 8&I,ots F/G Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Entrance 8 East/West Street I,ots F/G Access Entrancc 8 Entrancc 8 Lots I�G 1lcccss Lots P�G ticccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 4:30PM 0 0 0 0 0 1 0 8 0 9 0 2 0 0 2 0 7 0 0 7 78 4:45 Pl7 0 0 0 0 0 3 0 6 0 J 7 3 0 0 10 0 6 0 0 6 25 5:00 PM 0 0 0 0 0 1 0 4 0 5 5 1 0 0 6 0 5 0 0 5 16 5:75 PNl 0 0 0 0 0 2 0 3 0 5 3 1 0 0 4 0 0 1 0 1 10 Grand Total 0 0 0 0 0 7 0 21 0 28 1 S 7 0 0 22 0 18 1 0 19 69 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 Lleaw 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 Toeal Truck% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 0.0 Total% 0.0 0.0 0.0 0.0 0.0 10.1 0.0 30.4 0.0 40.6 21.7 10.1 0.0 0.0 31.9 0.0 26.1 1.4 0.0 27.5 100.0 P1 LN 1.00 1.00 1.00 0.78 0.78 0.78 0.55 0.55 0.55 0.79 0.79 0.79 0.69 Entrance 8 In Out 0 0 RT TH LT U 0 0 0 0 � � � � � � H 5 c� �- � �n v a � � � �, Total Entering � � a � � 69 � w � � � o N =, o �, F". o a c� G - N � � F � � ^ 1 � 1 0 21 0 7 U I,T Tf i RT 16 28 Out In � Entrancc 8 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Ellis St&North Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc l�'or�l���cccss I?a�t��t-cs�Strccv lilli�S� Vehicle Volumes and Adjustments L�'orth,lccess 1�'orth,lccess I�:Ilis St I�:Ilis St Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru l.eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 0 0 0 0 0 4 0 0 0 4 0 12 0 0 12 0 59 1 0 60 76 7:45 AM 0 0 0 0 0 4 0 0 0 4 0 8 0 0 S 0 79 1 0 80 92 8:00�1 0 0 0 0 0 5 0 0 0 5 0 4 0 0 4 0 47 0 0 47 5C 8:1511D7 0 0 0 0 0 1 0 0 0 1 0 5 0 0 5 0 C>3 0 0 C>3 C>9 Grand Total 0 0 0 0 0 14 0 0 0 14 0 29 0 0 29 0 248 2 0 250 293 Mcdium Truck% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.4 0.0 0.0 3.4 0.0 0.0 0.0 0.0 0.0 Hcaw 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 3.4 0.0 0.0 3.4 0.0 0.0 0.0 0.0 0.0 Total% 0.0 0.0 0.0 0.0 0.0 4.8 0.0 0.0 0.0 4.8 0.0 9.9 0.0 0.0 9.9 0.0 84.6 OJ 0.0 853 100.0 PHP L00 1.00 L00 0.88 0.88 0.88 091 091 091 0.78 0.78 0.78 0.80 North ficccss In Out 0 0 RT Tf i I,T U 0 0 0 0 � � o y .� N y 00 0�o x N � � � O N o � � �' H Total Entering o r' � 293 � � � � � H � c N � O �, N rt � G l � T � 0 0 0 14 U LT TH RT 2 14 Out In � North Access 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: Ellis St&North Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. North Access East/West Streer. Ellis St North[icccss North licccss Ellis St Ellis St Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 0 0 0 0 0 15 0 0 0 15 0 44 0 0 44 0 8 0 0 8 67 4:45 Pl7 0 0 0 0 0 10 0 0 0 10 0 37 0 0 37 0 12 0 0 12 5) 5:00 PM 0 0 0 0 0 11 0 0 0 11 0 57 0 0 57 0 7 0 0 7 75 5:75 PNl 0 0 0 0 0 72 0 0 0 12 0 47 0 0 47 0 8 0 0 8 67 C;rand Total 0 0 0 0 0 48 0 0 0 48 0 185 0 0 185 0 35 0 0 35 268 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 Lleaw 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 Toeal 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 QO 0.0 0.0 0.0 0.0 0.0 Total% 0.0 0.0 0.0 0.0 0.0 17.9 0.0 0.0 0.0 17.9 0.0 69.0 0.0 0.0 69.0 0.0 13.1 0.0 0.0 13.1 100.0 P1 LN 1.00 1.00 1.00 1.00 1.00 1.00 0.81 0.81 0.81 1.00 1.00 1.00 0.89 North Access In Out 0 0 RT TH LT U 0 0 0 0 � � � � ~ u y � �n w � �; � � � � � Total Entering � � � 268 � � � =, o F". o �n iv r C ap ,,� rt �n W F � � � 1 � 1 � � � 4g U I,T Tf i RT 0 48 Out In � North Acccss 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: South Internal Intersection-Entrance 5 Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc linuancc� I?a�t��t-cs�Strccv Lo�H/C,lccc« Vehicle Volumes and Adjustments I�:ntrance� I�:nn'ance� Lot l I�C lccess Lot l I�C lccess Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru l.eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'fotal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 1 3 0 0 4 2 0 2 0 4 1 0 0 0 1 0 1 1 0 2 11 7:45 AM 0 2 0 0 2 3 1 73 0 77 0 0 0 0 0 0 0 1 0 1 20 8:00 AM 3 4 1 0 8 3 5 5 0 13 2 1 0 0 3 0 0 2 0 2 26 8:1511D7 0 0 1 0 1 3 3 5 0 11 1 0 0 0 1 0 2 2 0 4 17 Gxand Total 4 9 2 0 15 11 9 25 0 45 4 1 0 0 5 0 3 6 0 9 74 Mcdium Truck% 25.0 22.2 0.0 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 0.0 0.0 0.0 0.0 Hcaw 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% 25.0 22.2 0.0 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 0.0 0.0 0.0 0.0 Total% 5.4 12.2 2.7 0.0 203 14.9 12.2 33.8 0.0 60.8 5.4 1.4 0.0 0.0 6.8 0.0 4.1 8.1 0.0 12.2 100.0 PHP 0.47 0.47 0.47 0.87 0.87 0.87 0.42 0.42 0.42 L00 L00 L00 0.71 Entrancc 5 In Out 15 ) RT Tf i I,T U 4 9 2 0 � � o y •~ `„ H'S O "' `o � � � H �, Total Entering � r' a � � 2 74 � V C� .�.. y � � o N ., � c � F' c c ,� � O � ^ n � � l � T � 0 25 ) 11 U LT TH RT 19 45 Out In � Entrance 5 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: South lnternal Intersection-Entrance 5 tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Entrance 5 East/West Streer. I,ot H/C Access Entrancc 5 Entrancc 5 Lot H�C 1�cccss Lot H�C ticccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 0 7 1 0 8 2 3 3 0 8 6 0 0 0 6 1 2 7 0 70 32 4:45 Pl7 1 J 0 0 10 0 3 2 0 5 5 0 0 0 5 0 1 7 0 8 28 5:00 PM 1 11 0 0 12 0 1 0 0 1 11 0 0 0 11 0 2 5 0 7 31 5:75 PNl 0 4 0 0 4 0 2 3 0 5 3 1 0 0 4 0 0 1 0 1 14 Grand Total 2 31 1 0 34 2 9 8 0 19 25 1 0 0 26 1 5 20 0 26 105 Medium Truck% 0.0 3.2 0.0 0.0 2.9 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 Lleaw 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 Toeal Truck% 0.0 3.2 QO 0.0 2.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 0.0 Total% 1.9 29.5 1.0 0.0 32.4 1.9 8.6 7.6 0.0 18.1 23.8 1.0 0.0 0.0 24.8 1.0 4.8 19.0 0.0 24.8 100.0 P1 LN 1.00 1.00 1.00 0.59 0.59 0.59 1.00 1.00 1.00 0.65 0.65 0.65 0.82 Entrance 5 In Out 34 10 RT TH LT U 2 31 1 0 � � ., � � v, y 5 �n N O ^ � � � o :� `� Total Entering � � a � � 2 105 � V C� � � �, � � o N � =, o � F". o a � C' - N � c � � �. � N l � 1 0 8 9 2 U I,T Tf i RT 76 1) Out In � Entrancc 5 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Old Highland Blvd&N Lot E/F Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc O]d Hi�l�land Bh•d lia�t��t-cs�Strcct: l�'Lot li/P��cccss Vehicle Volumes and Adjustments OId l lighland 131��d OId l li�hland 131��d 1�' I.ot I�;/N',lccess 1�' I.ot I�;/N',lccess Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru l.eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'lbtal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 27 19 2 0 48 2 4 0 0 6 0 0 2 0 2 0 0 2 0 2 58 7:45 AM 30 20 6 0 56 6 3 0 0 9 0 0 1 0 1 3 0 1 0 4 ?0 8:00 AM 25 8 3 0 36 2 5 1 0 8 1 0 2 0 3 1 0 2 0 3 50 8:15 11D7 24 24 4 0 52 C 7 3 0 1 C 0 0 0 0 0 0 1 2 0 3 71 Gxand Total 106 71 15 0 192 16 19 4 0 39 1 0 5 0 6 4 1 7 0 12 249 Mcdium Truck% 0.0 1.4 0.0 0.0 05 63 53 0.0 0.0 5.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Hcaw 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 1.4 0.0 0.0 OS 63 53 0.0 0.0 5.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total% 42.6 28.5 6.0 0.0 77.1 6.4 7.6 1.6 0.0 15.7 0.4 0.0 2.0 0.0 2.4 1.6 0.4 2.8 0.0 4.8 100.0 PHP 092 092 092 0.61 0.61 0.61 L00 L00 L00 L00 L00 L00 0.88 Old Highland Blvd In Out 1)2 28 RT Tf i I,T U 106 71 15 0 � � � y � �~ x � ^ N a � �' H v Total Entering o r" z V " � a \ 249 �! � 7 O n f1 z �' G � H � � � � o � G �, � ^ l � T �' 0 4 1) 16 U LT TH RT 79 39 Out In � Old Iii hland Blvd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: Old Highland Blvd&N I,ot E/F Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Old Highland Blvd East/West Streer. N I.ot E/F Access Old Highland Blvd Old Highland Blvd N L,ot E/P[icccss N L,ot E/P[icccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 3 8 3 0 14 3 11 0 0 14 0 2 23 0 25 3 0 2 0 5 58 4:45 Pl7 2 4 1 0 7 2 8 0 0 10 0 0 23 0 23 1 0 1 0 2 42 5:00 PM 1 6 0 0 7 2 14 0 0 16 1 0 36 0 37 4 0 2 0 6 66 5:75 PNl 0 3 2 0 5 1 7 1 0 9 2 0 34 0 36 3 0 1 0 4 54 Grand Total 6 21 6 0 33 8 40 1 0 49 3 2 116 0 121 11 0 6 0 17 220 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 Lleaw 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 Toeal 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 QO 0.0 0.0 0.0 0.0 0.0 Total% 2.7 9.5 2.7 0.0 15.0 3.6 18.2 0.5 0.0 22.3 1.4 0.9 52.7 0.0 55.0 5.0 0.0 2.7 0.0 7.7 100.0 P1 LN 1.00 1.00 1.00 0.77 0.77 0.77 0.82 0.82 0.82 0.71 0.71 0.71 0.83 Old Liighland Blvd In Out 33 167 RT TH LT U 6 21 6 0 � � � � � � H � � � � � � � v Total Entering o � z � o 22� C�". � � � 7 O n f1 z -=� � � F � � � ^ � rt �; N � � l � 1 0 1 40 8 U I,T Tf i RT 30 4) Out In � Old Hi hland Blvd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Old Highland Blvd&S Lot E/D Access Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc O]d Higl�land Bh•d lia�t��t-cs�Strcct: S Lot li/D��cccss Vehicle Volumes and Adjustments OId l lighland 131��d OId l lighland 131��d S Lot I�:�ll lccess S Lot I�:�ll lccess Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru l.eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'lbtal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 9 6 5 0 20 2 4 10 0 16 0 0 0 0 0 2 0 0 0 2 38 7:45 AM 11 5 4 0 20 3 8 74 0 25 0 0 0 0 0 1 0 1 0 2 47 8:00 AM 8 3 1 0 12 5 5 8 0 18 0 0 0 0 0 2 0 1 0 3 33 8:15 11D7 8 10 7 0 25 2 1 C 10 0 28 0 0 0 0 0 2 0 0 0 2 55 Gxand Total 36 24 17 0 77 12 33 42 0 87 0 0 0 0 0 7 0 2 0 9 173 Mcdium Truck% 0.0 4.2 0.0 0.0 13 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 143 0.0 0.0 0.0 11.1 Hcaw 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 4.2 0.0 0.0 13 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 143 0.0 0.0 0.0 11.1 Total% 20.8 13.9 9.8 0.0 44.5 6.9 19.1 243 0.0 503 0.0 0.0 0.0 0.0 0.0 4.0 0.0 1.2 0.0 5.2 100.0 PHP 0.77 0.77 0.77 0.78 0.78 0.78 L00 L00 L00 L00 L00 L00 0.7) Old Highland Blvd In Out 77 40 RT Tf i I,T U 36 24 17 0 � � � y .~ � H'S O °�° `o � � N y � � Total Entering o r' `� q 173 � w d O � n � � G � E: G C C � � � G rr � G l � T �' 0 42 33 12 U LT TH RT 26 87 Out In � Old Iii hland Blvd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: Old Highland Blvd&S I,ot E/D Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Old Highland Blvd East/West Streer. S I.ot E/D Access Old Highland Blvd Old Highland Blvd S Lot E/D 1�cccss S Lot E/D l�cccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 0 10 1 0 11 0 6 3 0 9 8 0 4 0 72 1 0 2 0 3 35 4:45 Pl7 0 5 0 0 5 0 2 0 0 2 12 0 4 0 16 4 1 0 0 5 28 5:00 PM 0 10 0 0 10 2 6 0 0 8 17 0 5 0 22 6 0 1 0 7 47 5:75 PNl 1 3 1 0 5 0 5 0 0 5 13 0 4 0 17 0 2 3 0 5 32 Grand Total 1 28 2 0 31 2 19 3 0 24 50 0 17 0 67 11 3 6 0 20 142 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 Lleaw 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 Toeal 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 QO 0.0 0.0 0.0 0.0 0.0 Total% 0.7 19.7 1.4 0.0 21.8 1.4 13.4 21 0.0 16.9 35.2 0.0 12.0 0.0 47.2 7.7 21 4.2 0.0 141 100.0 P1 LN 0.78 0.78 0.78 0.75 0.75 0.75 0.76 0.76 0.76 0.71 0.71 0.71 0.76 Old Liighland Blvd In Out 31 47 RT TH LT U 1 28 2 0 � � � � � ,�, H � '� o a � � � � � Total Entering � � � 2 142 � Q w d O � n � O v�, � � E! � � 1� v' � � � � � O rt � � 1 � 1 0 3 19 2 U I,T Tfi RT 84 24 Out In � Old Hi hland Blvd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Middle East Acccss&L,ots B/C Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc lliddlc l:as���cccss lia�t��t-cs�Strcct: Lo�s B/C Vehicle Volumes and Adjustments i�1iddle I�:ast,lccess i�iiddle I�:ast,lccess Lots 13�C Lots 13�C Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'fotal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 0 0 0 0 0 2 13 4 0 19 1 0 0 0 1 0 2 0 0 2 22 7:45 AM 0 0 0 0 0 1 74 5 0 20 0 0 0 0 0 0 0 2 0 2 22 8:00 AM 0 3 1 0 4 2 24 4 0 30 0 0 0 0 0 1 0 0 0 1 35 8:1511D7 0 5 0 0 5 2 21 C 0 29 0 0 0 0 0 0 0 0 0 0 34 Gxand Total 0 8 1 0 9 7 72 19 0 98 1 0 0 0 1 1 2 2 0 5 113 Mcdium Truck% 0.0 0.0 0.0 0.0 0.0 0.0 5.6 0.0 0.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 40.0 Hcaw 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 5.6 0.0 0.0 4.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100.0 0.0 40.0 Total% 0.0 7.1 0.9 0.0 8.0 6.2 63.7 16.8 0.0 86.7 0.9 0.0 0.0 0.0 0.9 0.9 1.8 1.8 0.0 4.4 100.0 PHP 0.56 0.56 0.56 0.82 0.82 0.82 L00 L00 L00 L00 L00 L00 0.81 Middlc East.4cccss In Out ) 73 RT Tf i I,T U 0 8 1 0 � � � y '� c., H'S � N �" a O ., � "' y Total Entering o r' V q 113 a � o � ., C� � c F' c c � � O � G n � l � T � � �� �z � U LT TH RT 11 98 Out In � Middle East Access 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: Middle East Access&I,ots I3/C tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Middle East Access East/West Streer. I,ots B/C Middlc East 1�cccss Middlc East f�cccss Lots B�C Lots B�C Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Tota1 Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 0 10 0 0 10 1 11 0 0 12 1 0 1 0 2 1 0 1 0 2 26 4:45 Pl7 0 7 0 0 7 0 11 0 0 11 2 0 0 0 2 0 0 0 0 0 20 5:00 PM 0 7 0 0 7 1 14 0 0 15 3 0 0 0 3 0 0 1 0 1 26 5:75 PNl 0 6 0 0 6 0 8 0 0 S 1 0 0 0 1 0 0 1 0 1 16 Grand Total 0 30 0 0 30 2 44 0 0 46 7 0 1 0 8 1 0 3 0 4 88 Medium Truck% 0.0 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 2.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 33.3 0.0 25.0 Lleaw 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 Toeal Truck% 0.0 0.0 0.0 0.0 0.0 0.0 2.3 0.0 0.0 2.2 0.0 0.0 0.0 0.0 QO 0.0 0.0 33.3 QO 25.0 Total% 0.0 34.1 0.0 0.0 34.1 2.3 50.0 0.0 0.0 52.3 8.0 0.0 1.1 0.0 9.1 1.1 0.0 3.4 0.0 4.5 100.0 P1 LN 0.75 0.75 0.75 0.96 0.96 0.96 1.00 1.00 1.00 0.50 0.50 0.50 0.85 Middle East Access In Out 30 46 RT TH LT U 0 30 0 0 � � ., � � � H � o � O � � `„ ;� Total Entering � � V � gg a � o � ., C� =, o F ,� c � �, O � o " � 1 � 1 0 0 44 2 U I,T Tf i RT 40 4G Out In � Middlc East licccss 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&Hillcrest Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc Higl�land Bh•d lia�t��t-cs�Strcct: Hillcres���cccss Vehicle Volumes and Adjustments llighland 13kd llighland 13kd llillcrest,lccess llillcrest,lccess Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'fotal Nactar 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 2 35 0 0 37 0 53 17 0 70 2 0 2 0 4 0 0 0 0 0 111 7:45 AM 11 36 0 0 47 0 63 26 0 89 4 0 1 0 5 0 0 0 0 0 141 8:00 AM 7 40 0 0 47 0 69 21 0 90 5 0 2 0 7 0 0 0 0 0 144 8:1511D7 10 37 0 0 47 0 C9 27 0 9C 3 0 0 0 3 0 0 0 0 0 14C Grand Total 30 148 0 0 178 0 254 91 0 345 14 0 5 0 19 0 0 0 0 0 542 Mcdium Truck% 0.0 2.7 0.0 0.0 2.2 0.0 1.2 0.0 0.0 0.9 7.1 0.0 0.0 0.0 53 0.0 0.0 0.0 0.0 0.0 Hcaw Truck% 0.0 1.4 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 0.0 0.0 0.0 0.0 0.0 Total Truck% 0.0 4.1 0.0 0.0 3.4 0.0 1.2 0.0 0.0 0.9 7.1 0.0 0.0 0.0 53 0.0 0.0 0.0 0.0 0.0 Total% 5.5 273 0.0 0.0 32.8 0.0 46.9 16.8 0.0 63.7 2.6 0.0 0.9 0.0 3.5 0.0 0.0 0.0 0.0 0.0 100.0 PHP 095 095 095 090 090 090 L00 L00 L00 L00 L00 L00 093 Highland Bhrd In Out 178 25) RT Tfi I,T U 30 148 0 0 � � o y .~ � H'S � ^ o O � � o ;y v Total Entering o r' � �: � 542 � � � � � � � � � � H � c � o O � G n � � l � T � 0 )1 254 0 U LT TH RT 162 345 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: I tighland Blvd&Hillcrest Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. HIllcrest Access Highland Blvd Highland Blvd Hillcrest licccss Hillcrest Acccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Total Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tum Tota1 Right Thru Lcft U-tum Total Total Pactor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 3 54 0 0 57 0 57 6 0 63 23 0 11 0 34 0 0 0 0 0 154 4:45 Pl7 7 55 0 0 G2 0 4J 1 0 50 18 0 J 0 27 0 0 0 0 0 13) 5:00 PM 1 66 0 0 67 0 64 3 0 67 28 0 9 0 37 0 0 0 0 0 171 5:75 PNl 3 73 0 0 76 0 Sb 3 0 61 21 0 4 0 25 0 0 0 0 0 162 Grand Total 14 248 0 0 262 0 228 13 0 241 90 0 33 0 123 0 0 0 0 0 626 Medium Truck% 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 0.0 0.0 0.0 0.0 0.0 Lleaw Truck% 0.0 0.4 0.0 0.0 0.4 0.0 0.9 0.0 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Toeal Truck% 0.0 0.8 0.0 0.0 0.8 0.0 0.9 0.0 0.0 0.8 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 0.0 Total% 2.2 39.6 0.0 0.0 41.9 0.0 36.4 21 0.0 38.5 14.4 0.0 5.3 0.0 19.6 0.0 0.0 0.0 0.0 0.0 100.0 P1 LN 0.98 0.98 0.98 0.90 0.90 0.90 0.83 0.83 0.83 1.00 1.00 1.00 0.92 I lighland I31vd In Out 262 261 RT TH LT U 14 248 0 0 � � � � � � H O `" � � � � � �' Total Entering � � v � 626 � � � � ^ � -� =, o N M � M � ^ O � � O � � 1 � 1 0 13 228 0 U I,T Tf i RT 338 241 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Highland Blvd&Middlc East BH Acccss Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc Higl�land Bh•d lia�t��t-cs�Strcct: lliddlc l:as�BH,lccc« Vehicle Volumes and Adjustments l lighland 13kd l lighland 13kd �liddle I�;ast 13l I ,lccess �liddle I�;ast 13l I ,lccess Southbound Northbound N.astbound \w'estbound Int. Start Time Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total Right Thru I,eft Gturn Total 'fotal Nactar 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 13 36 0 0 49 0 50 3 0 53 0 0 1 0 1 0 0 0 0 0 103 7:45 AM 13 54 0 0 67 0 58 5 0 63 0 0 1 0 1 0 0 0 0 0 131 8:00 AM 17 50 0 0 67 0 58 8 0 66 0 0 3 0 3 0 0 0 0 0 136 8:1511D7 18 53 0 0 71 0 58 7 0 CS 1 0 4 0 5 0 0 0 0 0 141 Gxand Total 61 193 0 0 254 0 224 23 0 247 1 0 9 0 10 0 0 0 0 0 511 Mcdium Truck% 0.0 2.1 0.0 0.0 1.6 0.0 13 0.0 0.0 1.2 100.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 Hcaw Truck% 0.0 1.0 0.0 0.0 0.8 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 3.1 0.0 0.0 2.4 0.0 13 0.0 0.0 1.2 100.0 0.0 0.0 0.0 10.0 0.0 0.0 0.0 0.0 0.0 Total% 11.9 37.8 0.0 0.0 49J 0.0 43.8 4.5 0.0 483 0.2 0.0 1.8 0.0 2.0 0.0 0.0 0.0 0.0 0.0 100.0 PHP 090 090 090 096 096 096 OSO OSO OSO L00 L00 L00 092 Highland Bhrd In Out 254 233 RT Tfi I,T U 61 193 0 0 � � o y .~ � H'S O °° � a u � o ;y � n: � Total Entering o r' °� � � 511 � � � w v y 'C J C' n I� � � � rn C � p � � G rr � ^ l � T �' 0 23 224 0 U LT TH RT 194 247 Out In � Ni hland I31vd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: I tighland Blvd&Middle East I3H Access tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Highland Blvd East/West Streer. Middle East BH Access Highland Blvd Highland Blvd 1VLiddlc East BH[icccss Middlc East BH[icccss Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Total Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 L00 L00 L00 L00 L00 L00 L00 L00 4:30 PM 7 54 0 0 61 0 74 3 0 77 2 0 10 0 72 0 0 0 0 0 150 4:45 Pl7 5 5J 0 0 G4 0 58 4 0 G2 0 0 J 0 ) 0 0 0 0 0 135 5:00 PM 9 58 0 0 67 0 83 3 0 86 2 0 9 0 11 0 0 0 0 0 164 5:75 PNl 3 73 0 0 76 0 64 3 0 67 2 0 6 0 8 0 0 0 0 0 151 Grand Total 24 244 0 0 268 0 279 13 0 292 6 0 34 0 40 0 0 0 0 0 600 Medium Truck% 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 0.0 0.0 0.0 0.0 0.0 Lleaw Truck% 0.0 0.4 0.0 0.0 0.4 0.0 0.7 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 Toeal Truck% 0.0 0.8 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.7 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 0.0 Total% 4.0 40.7 0.0 0.0 44.7 0.0 46.5 2.2 0.0 48.7 1.0 0.0 5.7 0.0 6.7 0.0 0.0 0.0 0.0 0.0 100.0 P1 LN 0.99 0.99 0.99 0.85 0.85 0.85 0.91 0.91 0.91 1.00 1.00 1.00 0.91 I lighland I31vd In Out 268 313 RT TH LT U 24 244 0 0 � � � � � � H O "' � � � � � � � Total Entering � � a � �, 600 � � � w v y b J � � � � I rr � v, C O� M � � � O rt � � 1 � 1 0 13 279 0 U I,T Tf i RT 250 2)2 Out In � Hivhland Bhrd 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Countcd B�: Gannon Chamberlain Intersection: Old Highland Blvd&Aspen Pointc Dr Agency/Company: Sanderson Stewart Datc Pcrformcd: Thursday,May 11,2023 urisdiction: Bozcman,NIT Count Timc Pcriod: t11VI Pcak Hour(730-830 111VI) Project Number: 17095 Project Description: I3ozeman Health Campus Master Plan l�'or�6/South Succc O]d Hi�l�land Bh•d lia�t��t-cs�Strcct: ,l�pcn Pointc Dr Vehicle Volumes and Adjustments OId l li�hland 131��d lspen Pointe llr l lillcrest,lccess 'l�o l lighland 13kd Southbound Northbound N.astbound \w'estbound Int. StartTime Right Thru I,eft Gturn Total Right Thru l.eft Gturn Total Right Thru I,eft Gturn 'lotal Right Thru I,eft Gturn Total 'fotal Nactar 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 7.30 AM 0 1 2 0 3 2 1 0 0 3 0 0 0 0 0 19 1 1 0 21 27 7:45 AM 0 0 4 0 4 2 0 0 0 2 0 1 0 0 1 37 1 7 0 45 �2 8:00 AM 0 0 4 0 4 1 0 0 0 1 0 0 0 0 0 32 1 0 0 33 38 8:1511D7 0 0 3 0 3 0 1 0 0 1 1 0 0 0 1 40 0 4 0 44 49 Gxand Total 0 1 13 0 14 5 2 0 0 7 1 1 0 0 2 128 3 12 0 143 166 Mcdium Truck% 0.0 0.0 7.7 0.0 7.1 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 50.0 0.0 333 0.0 0.0 0.7 Hcaw 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 7.7 0.0 7.1 0.0 0.0 0.0 0.0 0.0 100.0 0.0 0.0 0.0 50.0 0.0 333 0.0 0.0 0.7 Total% 0.0 0.6 7.8 0.0 8.4 3.0 1.2 0.0 0.0 4.2 0.6 0.6 0.0 0.0 1.2 77.1 1.8 7.2 0.0 86.1 100.0 PHP 0.88 0.88 0.88 0.88 0.88 0.88 OSO OSO OSO 0.7) 0.7) 0.7) 0.80 Old Highland Blvd In Out 14 130 RT Tf i I,T U 0 1 13 0 � � oNo H '~ ,� � � M A � � W � � N i-j v Total Entering � r' o � � 166 �- � � � � � -, �J o .., F' c c N � � � ^ n � l � T � 0 o z � U LT TH RT 14 7 Out In � As en Pointe Dr 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com �'� san�bell INTERSECTION TURNING MOVEMENT COUNT SUMMARY Counted By: Gannon Chamberlain Intersection: Old Highland Blvd&Aspen Pointe Dr tlgcncy/Compan�: Sandcrson Stcwart Date Performed: Thursday,May 11,2023 urisdiction: I3ozeman,MT Count Time Period: PM Peak Hour(4:30-5:30 PM) Projcct Numbcr: 17095 Projcct Dcscription: Bozcman Hcalth Campus Mastcr Plan North/South Streer. Old Highland Blvd East/West Streer. Aspen Pointe Dr Old Highland Blvd Aspcn Pointc Dr Hillcrest licccss To Highland Blvd Southbound Northbound Eastbound Wcstbound Int. Start Timc Right Thru Lcft U-tum Total Right Thru Lcft U-turn Tota1 Right Thru Lcft L'-tuxn Tota1 Right Thru Lcft U-tum Total Total Pactor 1.00 1.00 1.00 1.00 L00 1.00 1.00 1.00 1.00 1.00 1.00 L00 1.00 1.00 1.00 1.00 4:30 PM 0 1 26 0 27 9 0 0 0 9 0 3 0 0 3 7 1 4 0 72 51 4:45 Pl7 0 2 18 0 20 6 0 0 0 6 0 2 0 0 2 2 2 5 0 ) 37 5:00 PM 0 1 33 0 34 4 0 0 0 4 0 0 0 0 0 3 0 2 0 5 43 5:75 PNl 0 4 21 0 25 3 0 0 0 3 0 2 0 0 2 4 2 1 0 7 37 Grand Total 0 8 98 0 106 22 0 0 0 22 0 7 0 0 7 16 5 12 0 33 168 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 Lleaw 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 Toeal Truck% 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 QO 0.0 0.0 0.0 QO 0.0 0.0 0.0 0.0 0.0 Total% 0.0 4.8 58.3 0.0 63.1 13.1 0.0 0.0 0.0 13.1 0.0 4.2 0.0 0.0 4.2 9.5 3.0 7.1 0.0 19.6 100.0 P1 LN 0.98 0.98 0.98 0.61 0.61 0.61 0.58 0.58 0.58 0.69 0.69 0.69 0.82 Old Liighland Blvd In Out 106 16 RT TH LT U 0 8 98 0 � � � � � v, y O "' c'' a � N � v Total Entering � � o � 168 �. � � � � � -� =, o F". o r a ,\ � � F � � � l � 1 00022 U I,T Tf i RT 20 22 Out In � Lis cn Pointc Dr 1300 North Transtech Way � Billings, Montana 59102 � Phone � Fax � www.sanbell.com CAPACITY CALCULATIONS - EXISTING CONDITIONS �2023� a � � m Z v � o� � � . ,ti.�.� Existin (2023) AM Peak PM Peak Intersection Approach Avg 95th% Avg 95th% Delay LOS Queue Delay LOS Queue (s/veh) (veh) (s/veh) (veh) Intersection Control Si nalized EB 25.1 C 9 24.6 C 13 Main Street& WB 19.6 B 14 20.3 C 7 Hi hland Boulevard NB 34.4 C 4 31.9 C 6 g SB 36.0 D 0 31.6 C 2 Intersection 24.0 C -- 25.9 C -- Intersection Control One-Wa Sto Control(NB) EB 0.0 A 0 0.0 A 0 Ellis Street& Wg 0.1 A 0 0.0 A 0 Lot G Access NB 8.6 A 1 9.7 A 1 Intersection 0.5 A -- 1.7 A -- Intersection Control Si nalized EB 10.3 B 2 10.0 B 5 Ellis Street& WB g•g A 1 7•5 A 1 Hi hland Boulevard NB 5.1 A 3 9.3 A 6 g SB 7.0 A 5 8.8 A 4 Intersection 6.8 A -- 9.1 A -- Intersection Control One-Wa Sto Control(EB) EB 11.4 B 1 13.6 B 1 Highland Boulevard & NB 0.3 A 0 0.1 A 0 Lot A/B Access SB 0.0 A 0 0.0 A 0 Intersection 0.6 A -- 0.9 A -- Intersection Control One-Wa Sto Control(EB) EB 11.9 B 1 13.2 B 1 Highland Boulevard & NB 0.7 A 1 0.4 A 0 Lot B/C Access SB 0.0 A 0 0.0 A 0 Intersection 0.6 A -- 1.1 A -- Intersection Control One-Wa Sto Control(SB) EB 11.4 B 1 12.8 B 1 Highland Boulevard & NB 0.4 A 0 0.3 A 0 Lot C/H Access SB 0.0 A 0 0.0 A 0 Intersection 0.7 A -- 1.7 A -- Intersection Control One-Wa Sto Control(EB) EB 10.5 B 1 11.1 B 1 Highland Boulevard & NB 2.1 A 1 0.4 A 0 HillcrestAccess SB 0.0 A 0 0.0 A 0 Intersection 1.7 A -- 2.3 A -- Intersection Control Two-Wa Sto Control(NB/SB) EB 0.0 A 0 0.0 A 0 Aspen Pointe& WB 0.6 A 0 2.6 A 0 Old Hi hland Boulevard NB 8.9 A 0 8.5 A 1 g S B 9.5 A 1 9.7 A 1 Intersection 1.7 A -- 7.7 A -- Intersection Control Two-Wa Sto Control(EB/WB) EB 0.0 A 0 9.4 A 1 Old Highland Blvd & WB g•� A 0 9.4 A 1 Lot E/D Access NB 3.6 A 1 0.9 A 0 SB 1.6 A 0 0.5 A 0 Intersection 3.0 A -- 6.0 A -- Intersection Control Two-Wa Sto Control(EB/WB) EB 10.0 B 0 10.2 B 1 Old Highland Blvd & WB 10.5 B 1 9.5 A 1 Lot E/F Access NB 0.8 A 0 0.1 A 0 SB 0.6 A 0 1.3 A 0 Intersection 1.3 A -- 6.6 A -- Intersection Control Two-Wa Sto Control(NB/SB) EB 6.6 A 1 4.6 A 1 Kagy Boulevard & WB 0.0 A 0 0.0 A 0 N B 30.8 D 1 20.3 C 1 Highland Boulevard SB 12.9 B 2 13.5 B 3 Intersection 6.5 A -- 7.0 A -- Queues 3: Highland Blvd & E Main St � � � � T 1 Lane Group EBT WBL WBT NBL NBT SBT Lane Group Flow(vph) 562 367 484 168 128 2 vlc Ratio 0.58 0.65 0.21 0.45 0.18 0.00 Control Delay 24.1 31.5 5.1 40.8 0.6 0.0 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 24.1 31.5 5.1 40.8 0.6 0.0 Queue Length 50th(ft) 101 156 34 42 0 0 Queue Length 95th(ft) 201 327 91 88 0 0 Internal Link Dist(ft) 564 463 1068 53 Turn Bay Length(ft) 185 120 Base Capacity(vph) 1227 654 2278 879 1228 643 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.46 0.56 0.21 0.19 0.10 0.00 Intersection Summary AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary 3: Highland Blvd & E Main St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � �'� � �'� �� '� � Traffic Volume(vehlh) 0 287 219 330 433 3 151 0 115 0 0 2 Future Volume(veh/h) 0 287 219 330 433 3 151 0 115 0 0 2 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1668 1709 1736 1695 1750 1709 1750 1709 1750 1750 1068 Adj Flow Rate,veh/h 0 319 243 367 481 3 168 0 128 0 0 2 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh,% 0 6 3 1 4 0 3 0 3 0 0 50 Cap,vehlh 2 531 394 414 2080 13 254 0 316 0 0 85 Arrive On Green 0.00 0.31 0.31 0.25 0.63 0.63 0.08 0.00 0.21 0.00 0.00 0.06 Sat Flow,vehlh 1667 1716 1273 1654 3282 20 3158 0 1481 0 0 1453 Grp Volume(v),veh/h 0 294 268 367 236 248 168 0 128 0 0 2 Grp Sat Flow(s),vehlh/In 1667 1585 1404 1654 1611 1692 1579 0 1481 0 0 1453 Q Serve(g_s),s 0.0 12.7 13.2 17.3 5.1 5.1 4.2 0.0 6.0 0.0 0.0 0.1 Cycle Q Clear(g_c),s 0.0 12.7 13.2 17.3 5.1 5.1 4.2 0.0 6.0 0.0 0.0 0.1 Prop In Lane 1.00 0.91 1.00 0.01 1.00 1.00 0.00 1.00 Lane Grp Cap(c),vehlh 2 490 434 414 1021 1072 254 0 316 0 0 85 V/C Ratio(X) 0.00 0.60 0.62 0.89 0.23 0.23 0.66 0.00 0.41 0.00 0.00 0.02 Avail Cap(c_a),veh/h 494 658 583 694 1021 1072 936 0 622 0 0 610 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d),s/veh 0.0 23.7 23.9 29.2 6.4 6.4 36.1 0.0 27.4 0.0 0.0 35.9 Incr Delay(d2),slveh 0.0 1.2 1.4 7.7 0.1 0.1 2.9 0.0 0.8 0.0 0.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.0 4.6 4.2 7.3 1.4 1.5 1.7 0.0 2.2 0.0 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 0.0 24.9 25.3 37.0 6.5 6.5 39.1 0.0 28.3 0.0 0.0 36.0 LnGrp LOS A C C D A A D A C A A D Approach Vol,vehlh 562 851 296 2 Approach Delay,s/veh 25.1 19.6 34.4 36.0 Approach LOS f C B C � D � Timer-Assigned Phs 1 2 3 4 5 6 8 Phs Duration(G+Y+Rc),s 26.3 31.4 12.5 10.7 0.0 57.7 23.3 Change Period(Y+Rc),s 6.0 6.4 6.0 6.0 6.0 6.4 6.0 Max Green Setting(Gmax),s 34.0 33.6 24.0 34.0 24.0 33.6 34.0 Max Q Clear Time(g_c+11),s 19.3 15.2 6.2 2.1 0.0 7.1 8.0 Green Ext Time(p_c),s 1.0 3.2 0.5 0.0 0.0 2.7 0.8 Intersection Summary HCM 6th Ctrl Delay 24.0 HCM 6th LOS C AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 2 HCM 6th TWSC 5: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access o�12412023 Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 0 1 1 12 3 128 0 2 5 13 1 0 Future Vol,veh/h 0 1 1 12 3 128 0 2 5 13 1 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 2 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 80 80 80 80 80 80 80 80 80 80 80 80 Heavy Vehicles, % 0 0 100 0 33 0 0 0 0 8 0 0 Mvmt Flow 0 1 1 15 4 160 0 3 6 16 1 0 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 164 0 0 2 0 0 117 196 4 122 116 84 Stage 1 - - - - - - 2 2 - 114 114 - Stage 2 - - - - - - 115 194 - 8 2 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.18 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.18 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.18 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.572 4 3.3 Pot Cap-1 Maneuver 1427 - - 1634 - - 864 703 1085 839 778 981 Stage1 - - - - - - 1026 898 - 876 805 - Stage 2 - - - - - - 895 744 - 998 898 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1427 - - 1634 - - 856 696 1083 824 770 981 Mov Cap-2 Maneuver - - - - - - 856 696 - 824 770 - Stage1 - - - - - - 1026 898 - 876 797 - Stage 2 - - - - - - 885 737 - 988 898 - Approach EB WB NB SB HCM Control Delay,s 0 0.6 8.9 9.5 HCM LOS A A Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 935 1427 - - 1634 - - 820 HCM Lane V/C Ratio 0.009 - - - 0.009 - - 0.021 HCM Control Delay(s) 8.9 0 - - 7.2 0 - 9.5 HCM Lane LOS A A - - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0.1 AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 3 HCM 6th TWSC 7: Lot G Access & Ellis St Intersection Int Delay,s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '� �' � Traffic Vol,vehlh 29 0 2 248 0 14 Future Vol,veh/h 29 0 2 248 0 14 Conflicting Peds,#/hr 0 2 2 0 0 8 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 80 80 80 80 80 80 Heavy Vehicles, % 3 0 0 0 0 0 Mvmt Flow 36 0 3 310 0 18 MajorlMinor Major1 Major2 Minor1 Conflicting Flow All 0 0 38 0 354 46 Stage 1 - - - - 38 - Stage 2 - - - - 316 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1585 - 648 1029 Stage 1 - - - - 990 - Stage 2 - - - - 744 - Platoon blocketl, % - - - Mov Cap-1 Maneuver - - 1582 - 645 1019 Mov Cap-2 Maneuver - - - - 645 - Stage 1 - - - - 988 - Stage 2 - - - - 743 - Approach EB WB NB HCM Control Delay,s 0 0.1 8.6 HCM LOS A Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1019 - - 1582 - HCM Lane V/C Ratio 0.017 - - 0.002 - HCM Control Delay(s) 8.6 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th%tile Q(veh) 0.1 - - 0 - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 4 Queues 9: Highland Blvd & Ellis St � � � � � t �► 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow(vph) 44 3 14 27 4 263 58 512 vlc Ratio 0.09 0.01 0.03 0.06 0.01 0.19 0.07 0.39 Control Delay 12.2 12.3 12.2 7.8 4.5 3.9 4.2 4.7 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 12.3 12.2 7.8 4.5 3.9 4.2 4.7 Queue Length 50th(ft) 4 0 1 1 0 0 0 0 Queue Length 95th(ft) 28 5 13 15 3 58 18 116 Internal Link Dist(ft) 489 902 647 1317 Turn Bay Length(ft) 80 65 75 65 Base Capacity(vph) 930 700 808 776 782 1599 997 1514 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.05 0.00 0.02 0.03 0.01 0.16 0.06 0.34 Intersection Summary AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 5 HCM 6th Signalized Intersection Summary 9: Highland Blvd & Ellis St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � '� � '� � '� Traffic Volume(vehlh) 40 3 0 13 4 21 4 212 24 52 259 202 Future Volume(veh/h) 40 3 0 13 4 21 4 212 24 52 259 202 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1300 1750 1545 1750 1682 1750 1709 1750 1750 1695 1750 Adj Flow Rate,veh/h 44 3 0 14 4 23 4 236 27 58 288 224 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh,% 0 33 0 15 0 5 0 3 0 0 4 0 Cap,vehlh 484 234 0 477 40 232 444 707 81 672 414 322 Arrive On Green 0.18 0.18 0.00 0.18 0.18 0.18 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow,vehlh 1402 1300 0 1265 225 1291 901 1505 172 1132 883 687 Grp Volume(v),veh/h 44 3 0 14 0 27 4 0 263 58 0 512 Grp Sat Flow(s),vehlh/In 1402 1300 0 1265 0 1515 901 0 1677 1132 0 1569 Q Serve(g_s),s 0.8 0.1 0.0 0.3 0.0 0.4 0.1 0.0 2.8 1.0 0.0 7.3 Cycle Q Clear(g_c),s 1.2 0.1 0.0 0.3 0.0 0.4 7.4 0.0 2.8 3.8 0.0 7.3 Prop In Lane 1.00 0.00 1.00 0.85 1.00 0.10 1.00 0.44 Lane Grp Cap(c),vehlh 484 234 0 477 0 272 444 0 787 672 0 737 V/C Ratio(X) 0.09 0.01 0.00 0.03 0.00 0.10 0.01 0.00 0.33 0.09 0.00 0.70 Avail Cap(c_a),veh/h 1117 821 0 1049 0 957 1191 0 2177 1610 0 2037 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 10.3 9.6 0.0 9.7 0.0 9.8 8.9 0.0 4.8 5.9 0.0 6.0 Incr Delay(d2),slveh 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.1 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.2 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.4 0.1 0.0 1.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 10.3 9.6 0.0 9.8 0.0 9.9 8.9 0.0 5.0 6.0 0.0 7.1 LnGrp LOS B A A A A A A A A A A A Approach Vol,vehlh 47 41 267 570 Approach Delay,s/veh 10.3 9.9 5.1 7.0 Approach LOS � B f A A � A � Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 18.4 10.1 18.4 10.1 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 37.0 18.0 i 37.0 18.0 Max Q Clear Time(g_c+11),s 9.4 3.2 9.3 2.4 Green Ext Time(p_c),s 1.5 0.1 * 3.9 0.1 Intersection Summary HCM 6th Ctrl Delay 6.8 HCM 6th LOS A AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 6 HCM 6th TWSC 15: Kagy Blvd & Highland Blvd Intersection Int Delay,s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � � � Traffic Vol,vehlh 269 84 0 0 218 20 1 2 0 4 1 214 Future Vol,veh/h 269 84 0 0 218 20 1 2 0 4 1 214 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 75 - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 1 1 0 0 3 10 0 0 0 0 0 4 Mvmt Flow 316 99 0 0 256 24 1 2 0 5 1 252 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 280 0 0 99 0 0 1126 1011 99 1000 999 268 Stage 1 - - - - - - 731 731 - 268 268 - Stage 2 - - - - - - 395 280 - 732 731 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.24 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.5 4 3.336 Pot Cap-1 Maneuver 1288 - - 1507 - - 184 241 962 224 245 766 Stage 1 - - - - - - 416 430 - 742 691 - Stage 2 - - - - - - 634 683 - 416 430 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1288 - - 1507 - - 100 182 962 180 185 766 Mov Cap-2 Maneuver - - - - - - 100 182 - 180 185 - Stage 1 - - - - - - 314 325 - 560 691 - Stage 2 - - - - - - 425 683 - 312 325 - Approach EB WB NB SB HCM Control Delay,s 6.6 0 30.8 12.9 HCM LOS D B Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 143 1288 - - 1507 - - 713 HCM Lane V/C Ratio 0.025 0.246 - - - - - 0.361 HCM Control Delay(s) 30.8 8.7 - - 0 - - 12.9 HCM Lane LOS D A - - A - - B HCM 95th%tile Q(veh) 0.1 1 - - 0 - - 1.6 AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 7 HCM 6th TWSC 17: Highland Blvd & Hillcrest Access Intersection Int Delay,s/veh 1.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � � '� '� Traffic Vol,vehlh 5 14 91 254 148 30 Future Vol,veh/h 5 14 91 254 148 30 Conflicting Peds,#/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 150 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 7 0 1 4 0 Mvmt Flow 5 15 98 273 159 32 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 646 177 193 0 - 0 Stage 1 177 - - - - - Stage 2 469 - - - - - Critical Hdwy 6.4 6.27 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.363 2.2 - - - Pot Cap-1 Maneuver 439 853 1392 - - - Stage 1 859 - - - - - Stage 2 634 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 406 851 1389 - - - Mov Cap-2 Maneuver 406 - - - - - Stage 1 796 - - - - - Stage 2 633 - - - - - Approach EB NB SB HCM Control Delay,s 10.5 2.1 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity(veh/h) 1389 - 406 851 - - HCM Lane V/C Ratio 0.07 - 0.013 0.018 - - HCM Control Delay(s) 7.8 - 14 9.3 - - HCM Lane LOS A - B A - - HCM 95th%tile Q(veh) 0.2 - 0 0.1 - - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 8 HCM 6th TWSC 19: Highland Blvd & Lot C/H o�12412023 Intersection Int Delay,s/veh 0.7 Movement EBL EBT WBT WBR SEL SER Lane Configurations �' '� � Traffic Vol,vehlh 15 243 177 24 12 7 Future Vol,veh/h 15 243 177 24 12 7 Conflicting Peds,#/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 93 93 93 93 93 93 Heavy Vehicles, % 0 2 5 0 17 0 Mvmt Flow 16 261 190 26 13 8 MajorlMinor Major1 Major2 Minor2 Conflicting Flow All 218 0 - 0 498 205 Stage 1 - - - - 205 - Stage 2 - - - - 293 - Critical Hdwy 4.1 - - - 6.57 6.2 Critical Hdwy Stg 1 - - - - 5.57 - Critical Hdwy Stg 2 - - - - 5.57 - Follow-up Hdwy 2.2 - - - 3.653 3.3 Pot Cap-1 Maneuver 1364 - - - 506 841 Stage 1 - - - - 795 - Stage 2 - - - - 724 - Platoon blocketl, % - - - Mov Cap-1 Maneuver 1361 - - - 497 839 Mov Cap-2 Maneuver - - - - 497 - Stage 1 - - - - 782 - Stage 2 - - - - 723 - Approach EB WB SE HCM Control Delay,s 0.4 0 11.4 HCM LOS B Minor LanelMajor Mvmt EBL EBT WBT WBR SELn1 Capacity(veh/h) 1361 - - - 585 HCM Lane V/C Ratio 0.012 - - - 0.035 HCM Control Delay(s) 7.7 0 - - 11.4 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.1 AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 9 HCM 6th TWSC 21: Highland Blvd & Lot B/C Access Intersection Int Delay,s/veh 0.6 Movement SEL SER NEL NET SWT SWR Lane Configurations � � '� � � Traffic Vol,vehlh 9 1 23 224 193 61 Future Vol,veh/h 9 1 23 224 193 61 Conflicting Peds,#/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 100 0 1 3 0 Mvmt Flow 10 1 25 243 210 66 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 504 211 277 0 - 0 Stage 1 211 - - - - - Stage 2 293 - - - - - Critical Hdwy 6.4 7.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 4.2 2.2 - - - Pot Cap-1 Maneuver 531 634 1298 - - - Stage 1 829 - - - - - Stage 2 762 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 520 633 1297 - - - Mov Cap-2 Maneuver 520 - - - - - Stage 1 812 - - - - - Stage 2 761 - - - - - Approach SE NE SW HCM Control Delay,s 11.9 0.7 0 HCM LOS B Minor LanelMajor Mvmt NEL NET SELn1 SWT SWR Capacity(veh/h) 1297 - 529 - - HCM Lane V/C Ratio 0.019 - 0.021 - - HCM Control Delay(s) 7.8 - 11.9 - - HCM Lane LOS A - B - - HCM 95th%tile Q(veh) 0.1 - 0.1 - - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 10 HCM 6th TWSC 23: Lot A/B Access & Highland Blvd Intersection Int Delay,s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � '� � � Traffic Vol,vehlh 13 9 9 228 255 27 Future Vol,veh/h 13 9 9 228 255 27 Conflicting Peds,#/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 65 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 0 0 0 3 3 0 Mvmt Flow 14 10 10 243 271 29 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 536 273 302 0 - 0 Stage 1 273 - - - - - Stage 2 263 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 509 771 1270 - - - Stage 1 778 - - - - - Stage 2 786 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 503 770 1268 - - - Mov Cap-2 Maneuver 503 - - - - - Stage 1 770 - - - - - Stage 2 784 - - - - - Approach EB NB SB HCM Control Delay,s 11.4 0.3 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1268 - 586 - - HCM Lane V/C Ratio 0.008 - 0.04 - - HCM Control Delay(s) 7.9 - 11.4 - - HCM Lane LOS A - B - - HCM 95th%tile Q(veh) 0 - 0.1 - - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 11 HCM 6th TWSC 26: Old Highland Blvd & Lot E/F Intersection Int Delay,s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 5 0 1 7 1 4 4 19 16 15 71 106 Future Vol,veh/h 5 0 1 7 1 4 4 19 16 15 71 106 Conflicting Peds,#/hr 0 0 109 109 0 0 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 0 0 0 0 0 0 0 5 6 0 1 0 Mvmt Flow 6 0 1 8 1 5 5 22 18 17 81 120 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 219 227 250 328 278 33 201 0 0 42 0 0 Stage 1 175 175 - 43 43 - - - - - - - Stage 2 44 52 - 285 235 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 741 676 794 629 633 1046 1383 - - 1580 - - Stage 1 832 758 - 976 863 - - - - - - - Stage 2 975 856 - 727 714 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 728 664 712 555 622 1044 1383 - - 1577 - - Mov Cap-2 Maneuver 728 664 - 555 622 - - - - - - - Stage1 829 749 - 970 858 - - - - - - - Stage 2 966 851 - 643 705 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 10 10.5 0.8 0.6 HCM LOS B B Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1383 - - 725 665 1577 - - HCM Lane V/C Ratio 0.003 - - 0.009 0.021 0.011 - - HCM Control Delay(s) 7.6 0 - 10 10.5 7.3 0 - HCM Lane LOS A A - B B A A - HCM 95th%tile Q(veh) 0 - - 0 0.1 0 - - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 12 HCM 6th TWSC 31: Old Highland Blvd & Lot E/D Intersection Int Delay,s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 0 0 0 2 0 7 42 33 12 17 24 36 Future Vol,veh/h 0 0 0 2 0 7 42 33 12 17 24 36 Conflicting Peds,#/hr 84 0 0 0 0 84 1 0 0 0 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 79 79 79 79 79 79 79 79 79 79 79 79 Heavy Vehicles, % 0 0 0 0 0 14 0 0 0 0 4 0 Mvmt Flow 0 0 0 3 0 9 53 42 15 22 30 46 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 342 261 54 253 277 134 77 0 0 57 0 0 Stage 1 98 98 - 156 156 - - - - - - - Stage 2 244 163 - 97 121 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.34 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.426 2.2 - - 2.2 - - Pot Cap-1 Maneuver 616 647 1019 704 634 884 1535 - - 1560 - - Stage 1 913 818 - 851 772 - - - - - - - Stage 2 764 767 - 914 800 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 538 614 1018 677 602 813 1534 - - 1560 - - Mov Cap-2 Maneuver 538 614 - 677 602 - - - - - - - Stage1 879 805 - 820 744 - - - - - - - Stage 2 670 739 - 900 787 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 0 9.7 3.6 1.6 HCM LOS A A Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1534 - - - 778 1560 - - HCM Lane V/C Ratio 0.035 - - - 0.015 0.014 - - HCM Control Delay(s) 7.4 0 - 0 9.7 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th%tile Q(veh) 0.1 - - - 0 0 - - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 14 HCM 6th TWSC 34: Lot C/H/Entrance 5 & Lot H/Lot C o�12412023 Intersection Int Delay,s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations � � � � Traffic Vol,vehlh 0 1 4 6 3 0 2 9 4 25 9 11 Future Vol,veh/h 0 1 4 6 3 0 2 9 4 25 9 11 Conflicting Peds,#/hr 16 0 0 0 0 16 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 71 71 71 71 71 71 71 71 71 71 71 71 Heavy Vehicles, % 0 0 0 0 0 0 0 22 25 0 0 0 Mvmt Flow 0 1 6 8 4 0 3 13 6 35 13 15 MajorlMinor Minor1 Minor2 Major1 Major2 Conflicting Flow All 132 121 17 117 117 37 28 0 0 20 0 0 Stage 1 23 23 - 91 91 - - - - - - - Stage 2 109 98 - 26 26 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 845 773 1068 864 777 1041 1599 - - 1609 - - Stage1 1000 880 - 921 823 - - - - - - - Stage 2 901 818 - 997 878 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 813 754 1067 842 758 1025 1599 - - 1607 - - Mov Cap-2 Maneuver 813 754 - 842 758 - - - - - - - Stage 1 997 877 - 919 805 - - - - - - - Stage 2 863 800 - 988 875 - - - - - - - Approach EB WB SE NW HCM Control Delay,s 8.7 9.5 1 4.1 HCM LOS A A Minor LanelMajor Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity(veh/h) 1607 - - 985 812 1599 - - HCM Lane V/C Ratio 0.022 - - 0.007 0.016 0.002 - - HCM Control Delay(s) 7.3 0 - 8.7 9.5 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th%tile Q(veh) 0.1 - - 0 0 0 - - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 15 HCM 6th TWSC 37: Lot C/Lot B & Lot B/C Access Intersection Int Delay,s/veh 1.8 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations � � � � Traffic Vol,vehlh 1 8 0 19 72 7 0 0 1 2 2 1 Future Vol,veh/h 1 8 0 19 72 7 0 0 1 2 2 1 Conflicting Peds,#/hr 0 0 1 1 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 81 81 81 81 81 81 81 81 81 81 81 81 Heavy Vehicles, % 0 0 0 0 6 0 0 0 0 100 0 0 Mvmt Flow 1 10 0 23 89 9 0 0 1 2 2 1 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 98 0 0 11 0 0 154 157 11 153 153 94 Stage 1 - - - - - - 13 13 - 140 140 - Stage 2 - - - - - - 141 144 - 13 13 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 8.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 7.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 7.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 4.4 4 3.3 Pot Cap-1 Maneuver 1508 - - 1621 - - 817 739 1076 636 742 968 Stage 1 - - - - - - 1013 889 - 675 785 - Stage 2 - - - - - - 867 782 - 804 889 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1508 - - 1619 - - 803 726 1075 628 729 968 Mov Cap-2 Maneuver - - - - - - 803 726 - 628 729 - Stage1 - - - - - - 1011 887 - 674 773 - Stage 2 - - - - - - 850 770 - 802 887 - Approach SE NW NE SW HCM Control Delay,s 0.8 1.4 8.4 10.1 HCM LOS A B Minor LanelMajor Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity(veh/h) 1075 1619 - - 1508 - - 718 HCM Lane V/C Ratio 0.001 0.014 - - 0.001 - - 0.009 HCM Control Delay(s) 8.4 7.3 0 - 7.4 0 - 10.1 HCM Lane LOS A A A - A A - B HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 16 HCM 6th TWSC 40: Lot F & Lot G o�12412023 Intersection Int Delay,s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '� �' � Traffic Vol,vehlh 48 28 0 3 15 11 Future Vol,veh/h 48 28 0 3 15 11 Conflicting Peds,#/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 0 0 0 7 0 Mvmt Flow 70 41 0 4 22 16 MajorlMinor Major1 Major2 Minor1 Conflicting Flow All 0 0 111 0 95 91 Stage 1 - - - - 91 - Stage 2 - - - - 4 - Critical Hdwy - - 4.1 - 6.47 6.2 Critical Hdwy Stg 1 - - - - 5.47 - Critical Hdwy Stg 2 - - - - 5.47 - Follow-up Hdwy - - 2.2 - 3.563 3.3 Pot Cap-1 Maneuver - - 1492 - 892 972 Stage 1 - - - - 920 - Stage 2 - - - - 1006 - Platoon blocketl, % - - - Mov Cap-1 Maneuver - - 1492 - 892 972 Mov Cap-2 Maneuver - - - - 892 - Stage 1 - - - - 920 - Stage 2 - - - - 1006 - Approach EB WB NB HCM Control Delay,s 0 0 9.1 HCM LOS A Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 924 - - 1492 - HCM Lane V/C Ratio 0.041 - - - - HCM Control Delay(s) 9.1 - - 0 - HCM Lane LOS A - - A - HCM 95th%tile Q(veh) 0.1 - - 0 - AM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 17 Queues 3: Highland Blvd & E Main St � � � ~ � 1 j Lane Group EBL EBT WBL WBT NBL NBT SBT Lane Group Flow(vph) 1 780 159 392 298 362 17 vlc Ratio 0.01 0.61 0.59 0.20 0.59 0.51 0.12 Control Delay 46.0 25.0 44.5 10.1 40.0 2.6 41.4 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 46.0 25.0 44.5 10.1 40.0 2.6 41.4 Queue Length 50th(ft) 0 140 72 31 69 0 7 Queue Length 95th(ft) 7 322 165 119 140 0 32 Internal Link Dist(ft) 564 463 1068 53 Turn Bay Length(ft) 60 185 120 Base Capacity(vph) 476 1273 668 2004 915 1226 699 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 0.61 0.24 0.20 0.33 0.30 0.02 Intersection Summary PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary 3: Highland Blvd & E Main St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � �'� � �'� �� '� � Traffic Volume(vehlh) 1 523 187 145 357 0 271 0 329 9 5 2 Future Volume(veh/h) 1 523 187 145 357 0 271 0 329 9 5 2 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 0.99 0.99 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1723 1750 1736 1723 1750 1736 1750 1736 1750 1750 1750 Adj Flow Rate,veh/h 1 575 205 159 392 0 298 0 362 10 5 2 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh,% 0 2 0 1 2 0 1 0 1 0 0 0 Cap,vehlh 2 788 280 200 1492 0 411 0 433 123 50 13 Arrive On Green 0.00 0.34 0.34 0.12 0.46 0.00 0.13 0.00 0.30 0.09 0.09 0.09 Sat Flow,vehlh 1667 2345 834 1654 3359 0 3208 0 1457 522 562 145 Grp Volume(v),veh/h 1 401 379 159 392 0 298 0 362 17 0 0 Grp Sat Flow(s),vehlh/In 1667 1637 1542 1654 1637 0 1604 0 1457 1229 0 0 Q Serve(g_s),s 0.0 16.1 16.2 7.0 5.5 0.0 6.7 0.0 17.4 0.0 0.0 0.0 Cycle Q Clear(g_c),s 0.0 16.1 16.2 7.0 5.5 0.0 6.7 0.0 17.4 1.8 0.0 0.0 Prop In Lane 1.00 0.54 1.00 0.00 1.00 1.00 0.59 0.12 Lane Grp Cap(c),vehlh 2 550 518 200 1492 0 411 0 433 185 0 0 V/C Ratio(X) 0.44 0.73 0.73 0.79 0.26 0.00 0.73 0.00 0.84 0.09 0.00 0.00 Avail Cap(c_a),veh/h 534 735 692 751 1492 0 1029 0 662 631 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay(d),s/veh 37.3 21.8 21.9 32.0 12.6 0.0 31.4 0.0 24.6 31.4 0.0 0.0 Incr Delay(d2),slveh 95.5 2.5 2.7 7.0 0.1 0.0 2.5 0.0 5.7 0.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.1 5.9 5.6 3.0 1.8 0.0 2.7 0.0 6.4 0.3 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 132.9 24.3 24.6 39.0 12.7 0.0 33.8 0.0 30.3 31.6 0.0 0.0 LnGrp LOS F C C D B A C A C C A A Approach Vol,vehlh 781 551 660 17 Approach Delay,s/veh 24.6 20.3 31.9 31.6 Approach LOS f C C C � C � Timer-Assigned Phs 1 2 3 4 5 6 8 Phs Duration(G+Y+Rc),s 15.1 31.6 15.6 12.6 6.1 40.5 28.2 Change Period(Y+Rc),s 6.0 6.4 6.0 6.0 6.0 6.4 6.0 Max Green Setting(Gmax),s 34.0 33.6 24.0 34.0 24.0 33.6 34.0 Max Q Clear Time(g_c+11),s 9.0 18.2 8.7 3.8 2.0 7.5 19.4 Green Ext Time(p_c),s 0.4 4.2 0.9 0.1 0.0 2.4 2.2 Intersection Summary HCM 6th Ctrl Delay 25.9 HCM 6th LOS C PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 2 HCM 6th TWSC 5: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access o�12412023 Intersection Int Delay,s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 0 7 0 12 5 16 0 0 22 98 8 0 Future Vol,veh/h 0 7 0 12 5 16 0 0 22 98 8 0 Conflicting Peds,#/hr 2 0 5 5 0 2 4 0 0 0 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 9 0 15 6 20 0 0 27 120 10 0 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 28 0 0 14 0 0 69 72 14 71 62 22 Stage 1 - - - - - - 14 14 - 48 48 - Stage 2 - - - - - - 55 58 - 23 14 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1599 - - 1617 - - 928 822 1072 925 833 1061 Stage 1 - - - - - - 1011 888 - 971 859 - Stage 2 - - - - - - 962 851 - 1000 888 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1596 - - 1609 - - 906 809 1067 894 820 1055 Mov Cap-2 Maneuver - - - - - - 906 809 - 894 820 - Stage1 - - - - - - 1006 884 - 969 850 - Stage 2 - - - - - - 939 842 - 975 884 - Approach EB WB NB SB HCM Control Delay,s 0 2.6 8.5 9.7 HCM LOS A A Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 1067 1596 - - 1609 - - 888 HCM Lane V/C Ratio 0.025 - - - 0.009 - - 0.146 HCM Control Delay(s) 8.5 0 - - 7.3 0 - 9.7 HCM Lane LOS A A - - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.5 PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 3 HCM 6th TWSC 7: Lot G Access & Ellis St Intersection Int Delay,s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '� �' � Traffic Vol,vehlh 185 0 0 35 0 48 Future Vol,veh/h 185 0 0 35 0 48 Conflicting Peds,#/hr 0 1 1 0 0 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 89 89 89 89 89 89 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 208 0 0 39 0 54 MajorlMinor Major1 Major2 Minor1 Conflicting Flow All 0 0 209 0 248 219 Stage 1 - - - - 209 - Stage 2 - - - - 39 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1374 - 745 826 Stage 1 - - - - 831 - Stage 2 - - - - 989 - Platoon blocketl, % - - - Mov Cap-1 Maneuver - - 1373 - 744 817 Mov Cap-2 Maneuver - - - - 744 - Stage 1 - - - - 830 - Stage 2 - - - - 989 - Approach EB WB NB HCM Control Delay,s 0 0 9.7 HCM LOS A Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 817 - - 1373 - HCM Lane V/C Ratio 0.066 - - - - HCM Control Delay(s) 9.7 - - 0 - HCM Lane LOS A - - A - HCM 95th%tile Q(veh) 0.2 - - 0 - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 4 Queues 9: Highland Blvd & Ellis St � � � � � t �► 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow(vph) 246 14 33 92 2 362 28 295 vlc Ratio 0.60 0.03 0.08 0.11 0.00 0.53 0.08 0.42 Control Delay 18.0 6.6 9.7 0.3 8.0 12.9 9.0 11.0 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 18.0 6.6 9.7 0.3 8.0 12.9 9.0 11.0 Queue Length 50th(ft) 38 1 4 0 0 54 3 40 Queue Length 95th(ft) 111 9 19 0 3 130 16 99 Internal Link Dist(ft) 489 902 647 1317 Turn Bay Length(ft) 80 65 75 65 Base Capacity(vph) 554 707 577 930 917 1535 787 1549 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.44 0.02 0.06 0.10 0.00 0.24 0.04 0.19 Intersection Summary PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 5 HCM 6th Signalized Intersection Summary 9: Highland Blvd & Ellis St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � '� � '� � '� Traffic Volume(vehlh) 221 4 9 30 0 83 2 313 13 25 238 28 Future Volume(veh/h) 221 4 9 30 0 83 2 313 13 25 238 28 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 0.99 0.99 1.00 0.99 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1750 1750 1709 1750 1750 1750 1709 1641 1695 1736 1750 Adj Flow Rate,veh/h 246 4 10 33 0 92 2 348 14 28 264 31 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh,% 0 0 0 3 0 0 0 3 8 4 1 0 Cap,vehlh 604 144 359 675 0 480 466 568 23 405 531 62 Arrive On Green 0.33 0.33 0.33 0.33 0.00 0.33 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow,vehlh 1315 440 1100 1376 0 1469 1095 1631 66 999 1523 179 Grp Volume(v),veh/h 246 0 14 33 0 92 2 0 362 28 0 295 Grp Sat Flow(s),vehlh/In 1315 0 1540 1376 0 1469 1095 0 1696 999 0 1702 Q Serve(g_s),s 5.1 0.0 0.2 0.5 0.0 1.4 0.0 0.0 5.4 0.7 0.0 4.2 Cycle Q Clear(g_c),s 6.5 0.0 0.2 0.7 0.0 1.4 4.2 0.0 5.4 6.2 0.0 4.2 Prop In Lane 1.00 0.71 1.00 1.00 1.00 0.04 1.00 0.11 Lane Grp Cap(c),vehlh 604 0 503 675 0 480 466 0 591 405 0 593 V/C Ratio(X) 0.41 0.00 0.03 0.05 0.00 0.19 0.00 0.00 0.61 0.07 0.00 0.50 Avail Cap(c_a),veh/h 944 0 901 1030 0 859 1401 0 2040 1258 0 2046 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 9.8 0.0 7.0 7.3 0.0 7.4 9.6 0.0 8.3 10.9 0.0 7.9 Incr Delay(d2),slveh 0.4 0.0 0.0 0.0 0.0 0.2 0.0 0.0 1.0 0.1 0.0 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 1.1 0.0 0.0 0.1 0.0 0.3 0.0 0.0 1.3 0.1 0.0 1.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 10.2 0.0 7.1 7.3 0.0 7.6 9.6 0.0 9.3 10.9 0.0 8.6 LnGrp LOS B A A A A A A A A B A A Approach Vol,vehlh 260 125 364 323 Approach Delay,s/veh 10.0 7.5 9.3 8.8 Approach LOS � B f A A � A � Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 15.7 15.1 15.7 15.1 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 37.0 18.0 i 37.0 18.0 Max Q Clear Time(g_c+11),s 7.4 8.5 8.2 3.4 Green Ext Time(p_c),s 2.2 0.6 * 1.9 0.5 Intersection Summary HCM 6th Ctrl Delay 9.1 HCM 6th LOS A PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 6 HCM 6th TWSC 15: Kagy Blvd & Highland Blvd Intersection Int Delay,s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � � � Traffic Vol,vehlh 248 183 4 0 133 13 3 3 6 16 1 283 Future Vol,veh/h 248 183 4 0 133 13 3 3 6 16 1 283 Conflicting Peds,#/hr 1 0 3 3 0 1 7 0 0 0 0 7 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 75 - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 0 0 0 2 0 0 0 0 0 0 1 Mvmt Flow 273 201 4 0 146 14 3 3 7 18 1 311 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 161 0 0 208 0 0 1068 913 206 908 908 161 Stage1 - - - - - - 752 752 - 154 154 - Stage 2 - - - - - - 316 161 - 754 754 - Critical Hdwy 4.12 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.21 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - - 2.2 - - 3.5 4 3.3 3.5 4 3.309 Pot Cap-1 Maneuver 1418 - - 1375 - - 201 276 840 258 277 887 Stage 1 - - - - - - 405 421 - 853 774 - Stage 2 - - - - - - 699 769 - 404 420 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1417 - - 1371 - - 109 222 838 215 223 880 Mov Cap-2 Maneuver - - - - - - 109 222 - 215 223 - Stage1 - - - - - - 326 339 - 688 773 - Stage 2 - - - - - - 448 768 - 320 338 - Approach EB WB NB SB HCM Control Delay,s 4.6 0 20.3 13.5 HCM LOS C B Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 249 1417 - - 1371 - - 749 HCM Lane V/C Ratio 0.053 0.192 - - - - - 0.44 HCM Control Delay(s) 20.3 8.1 - - 0 - - 13.5 HCM Lane LOS C A - - A - - B HCM 95th%tile Q(veh) 0.2 0.7 - - 0 - - 2.3 PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 7 HCM 6th TWSC 17: Highland Blvd & Hillcrest Access Intersection Int Delay,s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � � '� '� Traffic Vol,vehlh 33 90 13 228 248 14 Future Vol,veh/h 33 90 13 228 248 14 Conflicting Peds,#/hr 0 0 4 0 0 4 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 150 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 36 98 14 248 270 15 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 558 282 289 0 - 0 Stage 1 282 - - - - - Stage 2 276 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 494 762 1284 - - - Stage 1 770 - - - - - Stage 2 775 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 485 759 1279 - - - Mov Cap-2 Maneuver 485 - - - - - Stage 1 758 - - - - - Stage 2 772 - - - - - Approach EB NB SB HCM Control Delay,s 11.1 0.4 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity(veh/h) 1279 - 485 759 - - HCM Lane V/C Ratio 0.011 - 0.074 0.129 - - HCM Control Delay(s) 7.8 - 13 10.4 - - HCM Lane LOS A - B B - - HCM 95th%tile Q(veh) 0 - 0.2 0.4 - - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 8 HCM 6th TWSC 19: Highland Blvd & Lot C/H o�12412023 Intersection Int Delay,s/veh 1.7 Movement EBL EBT WBT WBR SEL SER Lane Configurations �' '� � Traffic Vol,vehlh 10 262 241 8 47 28 Future Vol,veh/h 10 262 241 8 47 28 Conflicting Peds,#/hr 5 0 0 5 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 1 1 0 2 0 Mvmt Flow 11 288 265 9 52 31 MajorlMinor Major1 Major2 Minor2 Conflicting Flow All 279 0 - 0 585 275 Stage 1 - - - - 275 - Stage 2 - - - - 310 - Critical Hdwy 4.1 - - - 6.42 6.2 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.2 - - - 3.518 3.3 Pot Cap-1 Maneuver 1295 - - - 473 769 Stage 1 - - - - 771 - Stage 2 - - - - 744 - Platoon blocketl, % - - - Mov Cap-1 Maneuver 1289 - - - 464 765 Mov Cap-2 Maneuver - - - - 464 - Stage 1 - - - - 759 - Stage 2 - - - - 740 - Approach EB WB SE HCM Control Delay,s 0.3 0 12.8 HCM LOS B Minor LanelMajor Mvmt EBL EBT WBT WBR SELn1 Capacity(veh/h) 1289 - - - 544 HCM Lane V/C Ratio 0.009 - - - 0.152 HCM Control Delay(s) 7.8 0 - - 12.8 HCM Lane LOS A A - - B HCM 95th%tile Q(veh) 0 - - - 0.5 PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 9 HCM 6th TWSC 21: Highland Blvd & Lot B/C Access Intersection Int Delay,s/veh 1.1 Movement SEL SER NEL NET SWT SWR Lane Configurations � � '� � � Traffic Vol,vehlh 34 6 13 279 244 24 Future Vol,veh/h 34 6 13 279 244 24 Conflicting Peds,#/hr 0 0 3 0 0 3 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 37 7 14 307 268 26 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 606 271 297 0 - 0 Stage 1 271 - - - - - Stage 2 335 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 463 773 1276 - - - Stage 1 779 - - - - - Stage 2 729 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 455 771 1272 - - - Mov Cap-2 Maneuver 455 - - - - - Stage 1 768 - - - - - Stage 2 727 - - - - - Approach SE NE SW HCM Control Delay,s 13.2 0.4 0 HCM LOS B Minor LanelMajor Mvmt NEL NET SELn1 SWT SWR Capacity(veh/h) 1272 - 485 - - HCM Lane V/C Ratio 0.011 - 0.091 - - HCM Control Delay(s) 7.9 - 13.2 - - HCM Lane LOS A - B - - HCM 95th%tile Q(veh) 0 - 0.3 - - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 10 HCM 6th TWSC 23: Lot A/B Access & Highland Blvd Intersection Int Delay,s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � '� � � Traffic Vol,vehlh 31 9 5 310 262 9 Future Vol,veh/h 31 9 5 310 262 9 Conflicting Peds,#/hr 0 0 5 0 0 5 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 65 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 0 0 0 2 1 0 Mvmt Flow 35 10 6 352 298 10 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 667 303 313 0 - 0 Stage 1 303 - - - - - Stage 2 364 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 427 741 1259 - - - Stage 1 754 - - - - - Stage 2 707 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 421 737 1253 - - - Mov Cap-2 Maneuver 421 - - - - - Stage 1 746 - - - - - Stage 2 703 - - - - - Approach EB NB SB HCM Control Delay,s 13.6 0.1 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1253 - 466 - - HCM Lane V/C Ratio 0.005 - 0.098 - - HCM Control Delay(s) 7.9 - 13.6 - - HCM Lane LOS A - B - - HCM 95th%tile Q(veh) 0 - 0.3 - - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 11 HCM 6th TWSC 26: Old Highland Blvd & Lot E/F Intersection Int Delay,s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 116 2 3 6 0 11 1 40 8 6 21 6 Future Vol,veh/h 116 2 3 6 0 11 1 40 8 6 21 6 Conflicting Peds,#/hr 1 0 122 122 0 1 7 0 8 8 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 83 83 83 83 83 83 83 83 83 83 83 83 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 140 2 4 7 0 13 1 48 10 7 25 7 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 113 118 158 231 116 62 39 0 0 66 0 0 Stage 1 50 50 - 63 63 - - - - - - - Stage 2 63 68 - 168 53 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 869 776 893 728 778 1009 1584 - - 1549 - - Stage 1 968 857 - 953 846 - - - - - - - Stage 2 953 842 - 839 855 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 847 760 784 631 762 1000 1573 - - 1537 - - Mov Cap-2 Maneuver 847 760 - 631 762 - - - - - - - Stage1 960 847 - 944 838 - - - - - - - Stage 2 939 834 - 732 845 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 10.2 9.5 0.1 1.3 HCM LOS B A Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1573 - - 844 829 1537 - - HCM Lane V/C Ratio 0.001 - - 0.173 0.025 0.005 - - HCM Control Delay(s) 7.3 0 - 10.2 9.5 7.4 0 - HCM Lane LOS A A - B A A A - HCM 95th%tile Q(veh) 0 - - 0.6 0.1 0 - - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 12 HCM 6th TWSC 31: Old Highland Blvd & Lot E/D Intersection Int Delay,s/veh 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 17 0 50 6 3 11 3 19 2 2 28 1 Future Vol,veh/h 17 0 50 6 3 11 3 19 2 2 28 1 Conflicting Peds,#/hr 82 0 0 0 0 82 9 0 1 1 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 76 76 76 76 76 76 76 76 76 76 76 76 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 22 0 66 8 4 14 4 25 3 3 37 1 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 179 90 47 113 89 110 47 0 0 29 0 0 Stage 1 53 53 - 36 36 - - - - - - - Stage 2 126 37 - 77 53 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 787 804 1028 869 805 949 1573 - - 1597 - - Stage 1 965 855 - 985 869 - - - - - - - Stage 2 883 868 - 937 855 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 702 792 1019 809 793 874 1560 - - 1595 - - Mov Cap-2 Maneuver 702 792 - 809 793 - - - - - - - Stage1 953 846 - 981 866 - - - - - - - Stage 2 795 865 - 875 846 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 9.4 9.4 0.9 0.5 HCM LOS A A Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1560 - - 914 841 1595 - - HCM Lane V/C Ratio 0.003 - - 0.096 0.031 0.002 - - HCM Control Delay(s) 7.3 0 - 9.4 9.4 7.3 0 - HCM Lane LOS A A - A A A A - HCM 95th%tile Q(veh) 0 - - 0.3 0.1 0 - - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 14 HCM 6th TWSC 34: Lot C/H/Entrance 5 & Lot H/Lot C o�12412023 Intersection Int Delay,s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR SEL SET SER NWL NWT NWR Lane Configurations � � � � Traffic Vol,vehlh 0 1 25 20 5 1 1 31 2 8 9 2 Future Vol,veh/h 0 1 25 20 5 1 1 31 2 8 9 2 Conflicting Peds,#/hr 4 0 0 0 0 4 0 0 5 5 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 82 82 82 82 82 82 82 82 82 82 82 82 Heavy Vehicles, % 0 0 0 0 0 0 0 3 0 0 0 0 Mvmt Flow 0 1 30 24 6 1 1 38 2 10 11 2 MajorlMinor Minor1 Minor2 Major1 Major2 Conflicting Flow All 86 79 44 89 79 16 13 0 0 45 0 0 Stage 1 46 46 - 32 32 - - - - - - - Stage 2 40 33 - 57 47 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 905 815 1032 901 815 1069 1619 - - 1576 - - Stage 1 973 861 - 990 872 - - - - - - - Stage 2 980 872 - 960 860 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 886 805 1027 869 805 1065 1619 - - 1568 - - Mov Cap-2 Maneuver 886 805 - 869 805 - - - - - - - Stage1 967 856 - 989 867 - - - - - - - Stage 2 962 867 - 929 855 - - - - - - - Approach EB WB SE NW HCM Control Delay,s 8.7 9.3 0.2 3.1 HCM LOS A A Minor LanelMajor Mvmt NWL NWT NWR EBLn1WBLn1 SEL SET SER Capacity(veh/h) 1568 - - 1016 862 1619 - - HCM Lane V/C Ratio 0.006 - - 0.031 0.037 0.001 - - HCM Control Delay(s) 7.3 0 - 8.7 9.3 7.2 0 - HCM Lane LOS A A - A A A A - HCM 95th%tile Q(veh) 0 - - 0.1 0.1 0 - - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 15 HCM 6th TWSC 37: Lot C/Lot B & Lot B/C Access Intersection Int Delay,s/veh 1.2 Movement SEL SET SER NWL NWT NWR NEL NET NER SWL SWT SWR Lane Configurations � � � � Traffic Vol,vehlh 0 30 0 0 44 2 1 0 7 3 0 1 Future Vol,veh/h 0 30 0 0 44 2 1 0 7 3 0 1 Conflicting Peds,#/hr 0 0 5 5 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0 0 0 2 0 0 0 0 33 0 0 Mvmt Flow 0 35 0 0 52 2 1 0 8 4 0 1 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 54 0 0 40 0 0 94 94 40 92 93 53 Stage 1 - - - - - - 40 40 - 53 53 - Stage 2 - - - - - - 54 54 - 39 40 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.43 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.43 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.43 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.797 4 3.3 Pot Cap-1 Maneuver 1564 - - 1583 - - 894 800 1037 823 801 1020 Stage 1 - - - - - - 980 866 - 887 855 - Stage 2 - - - - - - 963 854 - 903 866 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1564 - - 1575 - - 889 796 1032 816 797 1020 Mov Cap-2 Maneuver - - - - - - 889 796 - 816 797 - Stage1 - - - - - - 975 862 - 887 855 - Stage 2 - - - - - - 962 854 - 896 862 - Approach SE NW NE SW HCM Control Delay,s 0 0 8.6 9.2 HCM LOS A A Minor LanelMajor Mvmt NELn1 NWL NWT NWR SEL SET SERSWLn1 Capacity(veh/h) 1012 1575 - - 1564 - - 859 HCM Lane V/C Ratio 0.009 - - - - - - 0.005 HCM Control Delay(s) 8.6 0 - - 0 - - 9.2 HCM Lane LOS A A - - A - - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0 PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 16 HCM 6th TWSC 40: Lot F & Lot G o�12412023 Intersection Int Delay,s/veh 3.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '� �' � Traffic Vol,vehlh 7 15 1 18 21 7 Future Vol,veh/h 7 15 1 18 21 7 Conflicting Peds,#/hr 0 2 2 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 69 69 69 69 69 69 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 10 22 1 26 30 10 MajorlMinor Major1 Major2 Minor1 Conflicting Flow All 0 0 34 0 51 23 Stage 1 - - - - 23 - Stage 2 - - - - 28 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1591 - 963 1060 Stage 1 - - - - 1005 - Stage 2 - - - - 1000 - Platoon blocketl, % - - - Mov Cap-1 Maneuver - - 1588 - 960 1058 Mov Cap-2 Maneuver - - - - 960 - Stage 1 - - - - 1003 - Stage 2 - - - - 999 - Approach EB WB NB HCM Control Delay,s 0 0.4 8.8 HCM LOS A Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 983 - - 1588 - HCM Lane V/C Ratio 0.041 - - 0.001 - HCM Control Delay(s) 8.8 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th%tile Q(veh) 0.1 - - 0 - PM Peak Bozeman Health Master Plan 12:15 pm 07/24/2023 Existing Conditions(2023) Synchro 11 Report Page 17 CAPACITY CALCULATIONS - FUTURE CONDITIONS �2038� n � � m z v � � � � . ,ti.�.� Future(2038) AM Peak PM Peak Intersection Approach Avg 95th% Avg 95th% Delay LOS Queue Delay LOS Queue (s/veh) (veh) (s/veh) (veh) Intersection Control Si nalized E B 58.0 E 15 167.3 F 28 Main Street& WB 55.6 E 30 35.2 D 11 Hi hland Boulevard NB 47.1 D 6 63.9 E 11 g S B 49.4 D 0 44.0 D 2 Intersection 54.9 D -- 94.1 F -- Intersection Control One-Wa Sto Control(NB) EB 0.0 A 0 0.0 A 0 Ellis Street& �Mg 0.7 A 1 1.2 A 0 Lot G Access NB 8.7 A 1 10.3 B 1 Intersection 1.1 A -- 2.4 A -- Intersection Control Si nalized EB 16.1 B 2 17.4 B 11 Ellis Street& WB 15.1 B 1 11.2 B 2 Hi hland Boulevard NB 5.2 A 4 13.2 B 10 g SB 10.6 B 12 11.3 B 6 Intersection 9.6 A -- 13.3 B -- Intersection Control One-Wa Sto Control(EB) EB 15.2 C 1 20.2 C 1 Highland Boulevard & NB 0.3 A 0 0.1 A 0 Lot A/B Access SB 0.0 A 0 0.0 A 0 Intersection 0.6 A -- 1.3 A -- Intersection Control One-Wa Sto Control(EB) EB 15.0 C 1 18.3 C 1 Highland Boulevard & NB 0.6 A 1 0.3 A 0 Lot B/C Access SB 0.0 A 0 0.0 A 0 Intersection 0.5 A -- 1.2 A -- Intersection Control One-Wa Sto Control(SB) EB 15.6 C 1 23.6 C 3 Highland Boulevard & NB 1.0 A 1 0.5 A 1 Lot C/H Access SB 0.0 A 0 0.0 A 0 Intersection 1.5 A -- 5.0 A -- Intersection Control One-Wa Sto Control(EB) EB 11.4 B 1 13.1 B 1 Highland Boulevard & NB 1.9 A 1 0.5 A 1 HillcrestAccess SB 0.0 A 0 0.0 A 0 Intersection 1.6 A -- 2.4 A -- Intersection Control Two-Wa Sto Control(NB/SB) EB 0.0 A 0 0.0 A 0 Aspen Pointe& WB 0.5 A 0 2.1 A 0 Old Hi hland Boulevard NB 8.9 A 0 8.4 A 1 g SB 9.4 A 1 9.8 A 1 Intersection 1.7 A -- 7.7 A -- Intersection Control Two-Wa Sto Control(EB/WB) EB 10.8 B 0 9.7 A 1 Old Highland Blvd & WB 10.1 B 1 9.5 A 1 Lot E/D Access NB 4.5 A 1 1.5 A 0 SB 1.9 A 0 0.6 A 0 Intersection 4.0 A -- 6.5 A -- Intersection Control Two-Wa Sto Control(EB/WB) EB 10.4 B 1 10.7 B 1 Old Highland Blvd & WB 10.8 B 1 9.7 A 1 Lot E/F Access NB 1.1 A 0 0.3 A 0 SB 0.5 A 0 0.9 A 0 Intersection 1.5 A -- 6.5 A -- Intersection Control Two-Wa Sto Control(NB/SB) E B 7.7 A 2 5.1 A 2 Kagy Boulevard & WB 0.0 A 0 0.0 A 0 NB 62.4 F 1 48.4 E 1 Highland Boulevard SB 19.3 C 4 47.7 E 12 Intersection 8.8 A -- 20.3 C -- Queues 3: Highland Blvd & E Main St � � � � T 1 Lane Group EBT WBL WBT NBL NBT SBT Lane Group Flow(vph) 836 578 638 246 193 3 vlc Ratio 0.78 1.05 0.27 0.60 0.28 0.01 Control Delay 31.4 85.4 5.8 48.7 1.0 0.0 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 31.4 85.4 5.8 48.7 1.0 0.0 Queue Length 50th(ft) 202 —376 56 76 0 0 Queue Length 95th(ft) #369 #736 134 129 0 0 Internal Link Dist(ft) 564 463 1068 53 Turn Bay Length(ft) 185 120 Base Capacity(vph) 1077 553 2348 750 1122 624 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.78 1.05 0.27 0.33 0.17 0.00 Intersection Summary — Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary 3: Highland Blvd & E Main St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � �'� � �'� �� '� � Traffic Volume(vehlh) 0 386 383 532 583 4 226 0 178 0 0 3 Future Volume(veh/h) 0 386 383 532 583 4 226 0 178 0 0 3 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 1.00 1.00 1.00 1.00 0.98 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1682 1723 1736 1709 1750 1723 1750 1723 1750 1750 1300 Adj Flow Rate,veh/h 0 420 416 578 634 4 246 0 193 0 0 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 0 5 2 1 3 0 2 0 2 0 0 33 Cap,vehlh 2 498 434 522 2258 14 319 0 300 0 0 67 Arrive On Green 0.00 0.31 0.31 0.32 0.68 0.68 0.10 0.00 0.20 0.00 0.00 0.05 Sat Flow,vehlh 1667 1598 1393 1654 3308 21 3183 0 1481 0 0 1449 Grp Volume(v),veh/h 0 420 416 578 311 327 246 0 193 0 0 3 Grp Sat Flow(s),vehlh/In 1667 1598 1393 1654 1624 1705 1591 0 1481 0 0 1449 Q Serve(g_s),s 0.0 26.5 31.6 34.0 8.1 8.1 8.1 0.0 12.9 0.0 0.0 0.2 Cycle Q Clear(g_c),s 0.0 26.5 31.6 34.0 8.1 8.1 8.1 0.0 12.9 0.0 0.0 0.2 Prop In Lane 1.00 1.00 1.00 0.01 1.00 1.00 0.00 1.00 Lane Grp Cap(c),vehlh 2 498 434 522 1108 1164 319 0 300 0 0 67 V/C Ratio(X) 0.00 0.84 0.96 1.11 0.28 0.28 0.77 0.00 0.64 0.00 0.00 0.04 Avail Cap(c_a),veh/h 371 498 434 522 1108 1164 709 0 467 0 0 457 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 0.00 1.00 Uniform Delay(d),s/veh 0.0 34.6 36.4 36.9 6.7 6.7 47.3 0.0 39.4 0.0 0.0 49.1 Incr Delay(d2),slveh 0.0 12.5 32.6 72.5 0.1 0.1 3.9 0.0 2.3 0.0 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.0 11.6 14.2 23.6 2.4 2.5 3.4 0.0 4.9 0.0 0.0 0.1 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 0.0 47.1 69.0 109.4 6.9 6.8 51.2 0.0 41.8 0.0 0.0 49.4 LnGrp LOS A D E F A A D A D A A D Approach Vol,vehlh 836 1216 439 3 Approach Delay,s/veh 58.0 55.6 47.1 49.4 Approach LOS f E E D � D � Timer-Assigned Phs 1 2 3 4 5 6 8 Phs Duration(G+Y+Rc),s 40.0 40.0 16.8 11.0 0.0 80.0 27.8 Change Period(Y+Rc),s 6.0 6.4 6.0 6.0 6.0 6.4 6.0 Max Green Setting(Gmax),s 34.0 33.6 24.0 34.0 24.0 33.6 34.0 Max Q Clear Time(g_c+11),s 36.0 33.6 10.1 2.2 0.0 10.1 14.9 Green Ext Time(p_c),s 0.0 0.0 0.7 0.0 0.0 3.7 1.2 Intersection Summary HCM 6th Ctrl Delay 54.9 HCM 6th LOS D AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 2 HCM 6th TWSC 5: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access Intersection Int Delay,s/veh 1.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 0 1 1 12 3 153 0 2 5 19 1 0 Future Vol,veh/h 0 1 1 12 3 153 0 2 5 19 1 0 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 2 2 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 100 0 33 0 0 0 0 5 0 0 Mvmt Flow 0 1 1 13 3 166 0 2 5 21 1 0 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 169 0 0 2 0 0 115 197 4 119 114 86 Stage 1 - - - - - - 2 2 - 112 112 - Stage 2 - - - - - - 113 195 - 7 2 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.15 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.15 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.15 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.545 4 3.3 Pot Cap-1 Maneuver 1421 - - 1634 - - 867 702 1085 850 780 978 Stage1 - - - - - - 1026 898 - 886 807 - Stage 2 - - - - - - 897 743 - 1007 898 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1421 - - 1634 - - 860 696 1083 836 773 978 Mov Cap-2 Maneuver - - - - - - 860 696 - 836 773 - Stage1 - - - - - - 1026 898 - 886 800 - Stage 2 - - - - - - 888 736 - 998 898 - Approach EB WB NB SB HCM Control Delay,s 0 0.5 8.9 9.4 HCM LOS A A Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 935 1421 - - 1634 - - 833 HCM Lane V/C Ratio 0.008 - - - 0.008 - - 0.026 HCM Control Delay(s) 8.9 0 - - 7.2 0 - 9.4 HCM Lane LOS A A - - A A - A HCM 95th%tile Q(veh) 0 0 - - 0 - - 0.1 AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 3 HCM 6th TWSC 7: Lot G Access & Ellis St Intersection Int Delay,s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '� �' � Traffic Vol,vehlh 41 3 30 296 0 21 Future Vol,veh/h 41 3 30 296 0 21 Conflicting Peds,#/hr 0 2 2 0 0 8 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 0 0 0 0 0 Mvmt Flow 45 3 33 322 0 23 MajorlMinor Major1 Major2 Minor1 Conflicting Flow All 0 0 50 0 437 57 Stage 1 - - - - 49 - Stage 2 - - - - 388 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1570 - 581 1015 Stage 1 - - - - 979 - Stage 2 - - - - 690 - Platoon blocketl, % - - - Mov Cap-1 Maneuver - - 1567 - 565 1005 Mov Cap-2 Maneuver - - - - 565 - Stage 1 - - - - 977 - Stage 2 - - - - 672 - Approach EB WB NB HCM Control Delay,s 0 0.7 8.7 HCM LOS A Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 1005 - - 1567 - HCM Lane V/C Ratio 0.023 - - 0.021 - HCM Control Delay(s) 8.7 - - 7.3 0 HCM Lane LOS A - - A A HCM 95th%tile Q(veh) 0.1 - - 0.1 - AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 4 Queues 9: Highland Blvd & Ellis St � � � � � t �► 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow(vph) 63 4 26 41 4 377 76 791 vlc Ratio 0.21 0.01 0.09 0.11 0.01 0.29 0.10 0.62 Control Delay 21.1 19.2 20.2 11.5 4.0 4.5 4.3 8.4 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.1 19.2 20.2 11.5 4.0 4.5 4.3 8.4 Queue Length 50th(ft) 17 1 7 3 0 45 8 131 Queue Length 95th(ft) 48 8 25 25 3 89 22 284 Internal Link Dist(ft) 489 902 647 1317 Turn Bay Length(ft) 80 65 75 65 Base Capacity(vph) 540 574 500 632 405 1338 750 1296 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.12 0.01 0.05 0.06 0.01 0.28 0.10 0.61 Intersection Summary AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 5 HCM 6th Signalized Intersection Summary 9: Highland Blvd & Ellis St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � '� � '� � '� Traffic Volume(vehlh) 58 4 0 24 10 28 4 313 34 70 455 272 Future Volume(veh/h) 58 4 0 24 10 28 4 313 34 70 455 272 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1409 1750 1641 1750 1709 1750 1709 1750 1750 1709 1750 Adj Flow Rate,veh/h 63 4 0 26 11 30 4 340 37 76 495 296 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 0 25 0 8 0 3 0 3 0 0 3 0 Cap,vehlh 392 263 0 411 77 210 290 886 96 639 586 350 Arrive On Green 0.19 0.19 0.00 0.19 0.19 0.19 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow,vehlh 1384 1409 0 1342 414 1130 696 1514 165 1020 1001 599 Grp Volume(v),veh/h 63 4 0 26 0 41 4 0 377 76 0 791 Grp Sat Flow(s),vehlh/In 1384 1409 0 1342 0 1544 696 0 1679 1020 0 1599 Q Serve(g_s),s 1.7 0.1 0.0 0.7 0.0 1.0 0.2 0.0 5.3 1.9 0.0 17.8 Cycle Q Clear(g_c),s 2.7 0.1 0.0 0.8 0.0 1.0 18.0 0.0 5.3 7.1 0.0 17.8 Prop In Lane 1.00 0.00 1.00 0.73 1.00 0.10 1.00 0.37 Lane Grp Cap(c),vehlh 392 263 0 411 0 288 290 0 983 639 0 936 V/C Ratio(X) 0.16 0.02 0.00 0.06 0.00 0.14 0.01 0.00 0.38 0.12 0.00 0.84 Avail Cap(c_a),veh/h 702 579 0 712 0 634 470 0 1418 903 0 1351 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 16.0 14.5 0.0 14.9 0.0 14.9 14.8 0.0 4.9 6.8 0.0 7.4 Incr Delay(d2),slveh 0.2 0.0 0.0 0.1 0.0 0.2 0.0 0.0 0.2 0.1 0.0 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.5 0.0 0.0 0.2 0.0 0.3 0.0 0.0 1.0 0.3 0.0 3.9 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 16.2 14.6 0.0 14.9 0.0 15.1 14.8 0.0 5.1 6.8 0.0 10.9 LnGrp LOS B B A B A B B A A A A B Approach Vol,vehlh 67 67 381 867 Approach Delay,s/veh 16.1 15.1 5.2 10.6 Approach LOS � B f B A � B � Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 30.7 13.2 30.7 13.2 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 37.0 18.0 i 37.0 18.0 Max Q Clear Time(g_c+11),s 20.0 4.7 19.8 3.0 Green Ext Time(p_c),s 2.1 0.1 * 5.9 0.2 Intersection Summary HCM 6th Ctrl Delay 9.6 HCM 6th LOS A AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 6 HCM 6th TWSC 15: Kagy Blvd & Highland Blvd Intersection Int Delay,s/veh 8.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � � � Traffic Vol,vehlh 412 113 0 0 293 40 1 3 0 8 1 301 Future Vol,veh/h 412 113 0 0 293 40 1 3 0 8 1 301 Conflicting Peds,#/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 75 - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 1 1 0 0 3 5 0 0 0 0 0 3 Mvmt Flow 448 123 0 0 318 43 1 3 0 9 1 327 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 361 0 0 123 0 0 1523 1380 123 1361 1359 340 Stage1 - - - - - - 1019 1019 - 340 340 - Stage 2 - - - - - - 504 361 - 1021 1019 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.5 4 3.327 Pot Cap-1 Maneuver 1203 - - 1477 - - 98 146 933 127 150 700 Stage 1 - - - - - - 288 317 - 679 643 - Stage 2 - - - - - - 554 629 - 288 317 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1203 - - 1477 - - 37 92 933 88 94 700 Mov Cap-2 Maneuver - - - - - - 37 92 - 88 94 - Stage1 - - - - - - 181 199 - 426 643 - Stage 2 - - - - - - 295 629 - 178 199 - Approach EB WB NB SB HCM Control Delay,s 7.7 0 62.4 19.3 HCM LOS F C Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 67 1203 - - 1477 - - 583 HCM Lane V/C Ratio 0.065 0.372 - - - - - 0.578 HCM Control Delay(s) 62.4 9.8 - - 0 - - 19.3 HCM Lane LOS F A - - A - - C HCM 95th%tile Q(veh) 0.2 1.7 - - 0 - - 3.7 AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 7 HCM 6th TWSC 17: Highland Blvd & Hillcrest Access Intersection Int Delay,s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � � '� '� Traffic Vol,vehlh 5 20 116 380 209 30 Future Vol,veh/h 5 20 116 380 209 30 Conflicting Peds,#/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 150 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 5 0 1 3 0 Mvmt Flow 5 22 126 413 227 33 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 911 246 262 0 - 0 Stage 1 246 - - - - - Stage 2 665 - - - - - Critical Hdwy 6.4 6.25 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.345 2.2 - - - Pot Cap-1 Maneuver 307 785 1314 - - - Stage 1 800 - - - - - Stage 2 515 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 276 784 1311 - - - Mov Cap-2 Maneuver 276 - - - - - Stage 1 722 - - - - - Stage 2 514 - - - - - Approach EB NB SB HCM Control Delay,s 11.4 1.9 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity(veh/h) 1311 - 276 784 - - HCM Lane V/C Ratio 0.096 - 0.02 0.028 - - HCM Control Delay(s) 8 - 18.3 9.7 - - HCM Lane LOS A - C A - - HCM 95th%tile Q(veh) 0.3 - 0.1 0.1 - - AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 8 HCM 6th TWSC 19: Highland Blvd & Lot C/H osl�sl2o23 Intersection Int Delay,s/veh 1.5 Movement EBL EBT WBT WBR SEL SER Lane Configurations �' '� � Traffic Vol,vehlh 47 333 240 109 35 15 Future Vol,veh/h 47 333 240 109 35 15 Conflicting Peds,#/hr 2 0 0 2 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 2 3 0 10 0 Mvmt Flow 51 362 261 118 38 16 MajorlMinor Major1 Major2 Minor2 Conflicting Flow All 381 0 - 0 786 322 Stage 1 - - - - 322 - Stage 2 - - - - 464 - Critical Hdwy 4.1 - - - 6.5 6.2 Critical Hdwy Stg 1 - - - - 5.5 - Critical Hdwy Stg 2 - - - - 5.5 - Follow-up Hdwy 2.2 - - - 3.59 3.3 Pot Cap-1 Maneuver 1189 - - - 350 724 Stage 1 - - - - 717 - Stage 2 - - - - 617 - Platoon blocketl, % - - - Mov Cap-1 Maneuver 1187 - - - 330 723 Mov Cap-2 Maneuver - - - - 330 - Stage 1 - - - - 677 - Stage 2 - - - - 616 - Approach EB WB SE HCM Control Delay,s 1 0 15.6 HCM LOS C Minor LanelMajor Mvmt EBL EBT WBT WBR SELn1 Capacity(veh/h) 1187 - - - 394 HCM Lane V/C Ratio 0.043 - - - 0.138 HCM Control Delay(s) 8.2 0 - - 15.6 HCM Lane LOS A A - - C HCM 95th%tile Q(veh) 0.1 - - - 0.5 AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 9 HCM 6th TWSC 21: Highland Blvd & Lot B/C Access Intersection Int Delay,s/veh 0.5 Movement SEL SER NEL NET SWT SWR Lane Configurations � � '� � � Traffic Vol,vehlh 11 2 27 326 346 71 Future Vol,veh/h 11 2 27 326 346 71 Conflicting Peds,#/hr 0 0 1 0 0 1 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 50 0 1 3 0 Mvmt Flow 12 2 29 354 376 77 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 789 377 454 0 - 0 Stage 1 377 - - - - - Stage 2 412 - - - - - Critical Hdwy 6.4 6.7 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.75 2.2 - - - Pot Cap-1 Maneuver 362 575 1117 - - - Stage 1 698 - - - - - Stage 2 673 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 352 574 1116 - - - Mov Cap-2 Maneuver 352 - - - - - Stage 1 679 - - - - - Stage 2 672 - - - - - Approach SE NE SW HCM Control Delay,s 15 0.6 0 HCM LOS C Minor LanelMajor Mvmt NEL NET SELn1 SWT SWR Capacity(veh/h) 1116 - 374 - - HCM Lane V/C Ratio 0.026 - 0.038 - - HCM Control Delay(s) 8.3 - 15 - - HCM Lane LOS A - C - - HCM 95th%tile Q(veh) 0.1 - 0.1 - - AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 10 HCM 6th TWSC 23: Lot A/B Access & Highland Blvd Intersection Int Delay,s/veh 0.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � '� � � Traffic Vol,vehlh 18 10 11 332 438 45 Future Vol,veh/h 18 10 11 332 438 45 Conflicting Peds,#/hr 0 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 65 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 3 3 0 Mvmt Flow 20 11 12 361 476 49 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 863 478 527 0 - 0 Stage 1 478 - - - - - Stage 2 385 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 328 591 1050 - - - Stage 1 628 - - - - - Stage 2 692 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 323 590 1048 - - - Mov Cap-2 Maneuver 323 - - - - - Stage 1 620 - - - - - Stage 2 691 - - - - - Approach EB NB SB HCM Control Delay,s 15.2 0.3 0 HCM LOS C Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1048 - 385 - - HCM Lane V/C Ratio 0.011 - 0.079 - - HCM Control Delay(s) 8.5 - 15.2 - - HCM Lane LOS A - C - - HCM 95th%tile Q(veh) 0 - 0.3 - - AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 11 HCM 6th TWSC 26: Old Highland Blvd & Lot E/F Intersection Int Delay,s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 12 0 2 8 1 5 8 31 18 17 79 143 Future Vol,veh/h 12 0 2 8 1 5 8 31 18 17 79 143 Conflicting Peds,#/hr 0 0 109 109 0 0 0 0 2 2 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 0 4 5 0 1 0 Mvmt Flow 13 0 2 9 1 5 9 34 20 18 86 155 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 265 274 273 374 341 46 241 0 0 56 0 0 Stage 1 200 200 - 64 64 - - - - - - - Stage 2 65 74 - 310 277 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 692 637 771 587 584 1029 1337 - - 1562 - - Stage 1 806 739 - 952 846 - - - - - - - Stage 2 951 837 - 705 685 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 676 622 691 515 571 1027 1337 - - 1559 - - Mov Cap-2 Maneuver 676 622 - 515 571 - - - - - - - Stage1 800 729 - 943 838 - - - - - - - Stage 2 938 829 - 621 675 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 10.4 10.8 1.1 0.5 HCM LOS B B Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1337 - - 678 632 1559 - - HCM Lane V/C Ratio 0.007 - - 0.022 0.024 0.012 - - HCM Control Delay(s) 7.7 0 - 10.4 10.8 7.3 0 - HCM Lane LOS A A - B B A A - HCM 95th%tile Q(veh) 0 - - 0.1 0.1 0 - - AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 12 HCM 6th TWSC 31: Old Highland Blvd & Lot E/D Intersection Int Delay,s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 2 0 2 3 0 8 93 48 14 23 15 49 Future Vol,veh/h 2 0 2 3 0 8 93 48 14 23 15 49 Conflicting Peds,#/hr 84 0 0 0 0 84 1 0 0 0 0 1 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 12 0 0 0 0 3 0 Mvmt Flow 2 0 2 3 0 9 101 52 15 25 16 53 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 444 363 44 356 382 144 70 0 0 67 0 0 Stage 1 94 94 - 262 262 - - - - - - - Stage 2 350 269 - 94 120 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.32 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.408 2.2 - - 2.2 - - Pot Cap-1 Maneuver 528 568 1032 603 554 878 1544 - - 1547 - - Stage1 918 821 - 747 695 - - - - - - - Stage 2 671 690 - 918 800 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 449 520 1031 563 507 808 1543 - - 1547 - - Mov Cap-2 Maneuver 449 520 - 563 507 - - - - - - - Stage1 855 806 - 696 648 - - - - - - - Stage 2 569 643 - 900 786 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 10.8 10.1 4.5 1.9 HCM LOS B B Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1543 - - 626 722 1547 - - HCM Lane V/C Ratio 0.066 - - 0.007 0.017 0.016 - - HCM Control Delay(s) 7.5 0 - 10.8 10.1 7.4 0 - HCM Lane LOS A A - B B A A - HCM 95th%tile Q(veh) 0.2 - - 0 0.1 0 - - AM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 14 Queues 3: Highland Blvd & E Main St � � � ~ � 1 l Lane Group EBL EBT WBL WBT NBL NBT SBT Lane Group Flow(vph) 1 1073 246 522 491 576 24 vlc Ratio 0.01 1.02 0.75 0.28 0.72 0.74 0.29 Control Delay 55.0 70.0 55.0 14.0 46.8 11.8 55.7 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 55.0 70.0 55.0 14.0 46.8 11.8 55.7 Queue Length 50th(ft) 1 -452 168 99 168 37 15 Queue Length 95th(ft) 7 #682 265 175 256 178 45 Internal Link Dist(ft) 564 463 1068 53 Turn Bay Length(ft) 60 185 120 Base Capacity(vph) 390 1047 547 1853 749 1091 368 Starvation Cap Reductn 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 Reduced v/c Ratio 0.00 1.02 0.45 0.28 0.66 0.53 0.07 Intersection Summary - Volume exceeds capacity,queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 1 HCM 6th Signalized Intersection Summary 3: Highland Blvd & E Main St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � �'� � �'� �� '� � Traffic Volume(vehlh) 1 704 283 226 480 0 452 0 530 12 7 3 Future Volume(veh/h) 1 704 283 226 480 0 452 0 530 12 7 3 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 0.97 1.00 1.00 1.00 0.98 1.00 0.99 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1723 1750 1736 1723 1750 1736 1750 1736 1750 1750 1750 Adj Flow Rate,veh/h 1 765 308 246 522 0 491 0 576 13 8 3 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 0 2 0 1 2 0 1 0 1 0 0 0 Cap,vehlh 2 621 250 276 1443 0 552 0 594 57 28 6 Arrive On Green 0.00 0.28 0.28 0.17 0.44 0.00 0.17 0.00 0.41 0.19 0.19 0.19 Sat Flow,vehlh 1667 2254 907 1654 3359 0 3208 0 1459 64 151 31 Grp Volume(v),veh/h 1 555 518 246 522 0 491 0 576 24 0 0 Grp Sat Flow(s),vehlh/In 1667 1637 1524 1654 1637 0 1604 0 1459 246 0 0 Q Serve(g_s),s 0.1 33.6 33.6 17.8 12.9 0.0 18.2 0.0 47.2 0.4 0.0 0.0 Cycle Q Clear(g_c),s 0.1 33.6 33.6 17.8 12.9 0.0 18.2 0.0 47.2 20.6 0.0 0.0 Prop In Lane 1.00 0.59 1.00 0.00 1.00 1.00 0.54 0.12 Lane Grp Cap(c),vehlh 2 451 420 276 1443 0 552 0 594 91 0 0 V/C Ratio(X) 0.44 1.23 1.23 0.89 0.36 0.00 0.89 0.00 0.97 0.26 0.00 0.00 Avail Cap(c_a),veh/h 328 451 420 461 1443 0 631 0 594 193 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 0.00 1.00 1.00 0.00 0.00 Uniform Delay(d),s/veh 60.8 44.2 44.2 49.7 22.7 0.0 49.4 0.0 35.4 42.4 0.0 0.0 Incr Delay(d2),slveh 96.8 122.3 124.1 11.7 0.2 0.0 13.5 0.0 29.4 1.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 0.1 28.5 26.7 8.1 4.9 0.0 8.4 0.0 21.4 0.6 0.0 0.0 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 157.6 166.5 168.2 61.5 22.8 0.0 62.9 0.0 64.8 44.0 0.0 0.0 LnGrp LOS F F F E C A E A E D A A Approach Vol,vehlh 1074 768 1067 24 Approach Delay,s/veh 167.3 35.2 63.9 44.0 Approach LOS f F D E � D � Timer-Assigned Phs 1 2 3 4 5 6 8 Phs Duration(G+Y+Rc),s 26.3 40.0 27.0 28.7 6.2 60.2 55.6 Change Period(Y+Rc),s 6.0 6.4 6.0 6.0 6.0 6.4 6.0 Max Green Setting(Gmax),s 34.0 33.6 24.0 34.0 24.0 33.6 34.0 Max Q Clear Time(g_c+11),s 19.8 35.6 20.2 22.6 2.1 14.9 49.2 Green Ext Time(p_c),s 0.6 0.0 0.7 0.0 0.0 3.1 0.0 Intersection Summary HCM 6th Ctrl Delay 94.1 HCM 6th LOS F PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 2 HCM 6th TWSC 5: Aspen Pointe Dr/Old Highland Blvd & Hillcrest Access Intersection Int Delay,s/veh 7.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 0 7 0 12 5 25 0 0 22 123 8 0 Future Vol,veh/h 0 7 0 12 5 25 0 0 22 123 8 0 Conflicting Peds,#/hr 2 0 5 5 0 2 4 0 0 0 0 4 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 8 0 13 5 27 0 0 24 134 9 0 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 34 0 0 13 0 0 66 73 13 67 60 25 Stage 1 - - - - - - 13 13 - 47 47 - Stage 2 - - - - - - 53 60 - 20 13 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1591 - - 1619 - - 932 821 1073 931 835 1057 Stage1 - - - - - - 1013 889 - 972 860 - Stage 2 - - - - - - 965 849 - 1004 889 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1588 - - 1611 - - 911 809 1068 903 822 1051 Mov Cap-2 Maneuver - - - - - - 911 809 - 903 822 - Stage1 - - - - - - 1008 885 - 970 851 - Stage 2 - - - - - - 944 841 - 982 885 - Approach EB WB NB SB HCM Control Delay,s 0 2.1 8.4 9.8 HCM LOS A A Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 1068 1588 - - 1611 - - 898 HCM Lane V/C Ratio 0.022 - - - 0.008 - - 0.159 HCM Control Delay(s) 8.4 0 - - 7.3 0 - 9.8 HCM Lane LOS A A - - A A - A HCM 95th%tile Q(veh) 0.1 0 - - 0 - - 0.6 PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 3 HCM 6th TWSC 7: Lot G Access & Ellis St Intersection Int Delay,s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations '� �' � Traffic Vol,vehlh 233 1 10 52 3 76 Future Vol,veh/h 233 1 10 52 3 76 Conflicting Peds,#/hr 0 1 1 0 0 10 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 253 1 11 57 3 83 MajorlMinor Major1 Major2 Minor1 Conflicting Flow All 0 0 255 0 334 265 Stage 1 - - - - 255 - Stage 2 - - - - 79 - Critical Hdwy - - 4.1 - 6.4 6.2 Critical Hdwy Stg 1 - - - - 5.4 - Critical Hdwy Stg 2 - - - - 5.4 - Follow-up Hdwy - - 2.2 - 3.5 3.3 Pot Cap-1 Maneuver - - 1322 - 665 779 Stage 1 - - - - 792 - Stage 2 - - - - 949 - Platoon blocketl, % - - - Mov Cap-1 Maneuver - - 1321 - 658 771 Mov Cap-2 Maneuver - - - - 658 - Stage 1 - - - - 791 - Stage 2 - - - - 940 - Approach EB WB NB HCM Control Delay,s 0 1.2 10.3 HCM LOS B Minor LanelMajor Mvmt NBLn1 EBT EBR WBL WBT Capacity(veh/h) 766 - - 1321 - HCM Lane V/C Ratio 0.112 - - 0.008 - HCM Control Delay(s) 10.3 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th%tile Q(veh) 0.4 - - 0 - PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 4 Queues 9: Highland Blvd & Ellis St � � � � � t �► 1 Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow(vph) 316 21 47 124 2 597 37 446 vlc Ratio 0.76 0.04 0.11 0.21 0.01 0.78 0.18 0.58 Control Delay 34.3 11.9 15.7 5.3 6.5 19.6 9.8 12.8 Queue Delay = 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.3 11.9 15.7 5.3 6.5 19.6 9.8 12.8 Queue Length 50th(ft) 81 2 9 0 0 140 6 88 Queue Length 95th(ft) #270 17 37 35 3 234 20 150 Internal Link Dist(ft) 489 902 647 1317 Turn Bay Length(ft) 80 65 75 65 Base Capacity(vph) 416 575 444 591 521 1231 333 1239 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.76 0.04 0.11 0.21 0.00 0.48 0.11 0.36 Intersection Summary # 95th percentile volume exceeds capacity,queue may be longer. Queue shown is maximum after two cycles. PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 5 HCM 6th Signalized Intersection Summary 9: Highland Blvd & Ellis St � � � � � � � T � �► 1 -� Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � '� � '� � '� Traffic Volume(vehlh) 291 10 9 43 2 112 2 525 24 34 357 53 Future Volume(veh/h) 291 10 9 43 2 112 2 525 24 34 357 53 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 0.99 0.99 0.99 0.99 1.00 0.99 1.00 0.99 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,veh/hlln 1750 1750 1750 1709 1750 1750 1750 1709 1695 1709 1736 1750 Adj Flow Rate,veh/h 316 11 10 47 2 122 2 571 26 37 388 58 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 0 0 0 3 0 0 0 3 4 3 1 0 Cap,vehlh 516 290 264 612 8 500 387 721 33 267 655 98 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.44 0.44 0.44 0.44 0.44 0.44 Sat Flow,vehlh 1278 840 764 1368 24 1450 956 1621 74 813 1474 220 Grp Volume(v),veh/h 316 0 21 47 0 124 2 0 597 37 0 446 Grp Sat Flow(s),vehlh/In 1278 0 1605 1368 0 1474 956 0 1695 813 0 1695 Q Serve(g_s),s 11.2 0.0 0.4 1.1 0.0 2.9 0.1 0.0 14.4 1.9 0.0 9.4 Cycle Q Clear(g_c),s 14.0 0.0 0.4 1.5 0.0 2.9 9.5 0.0 14.4 16.3 0.0 9.4 Prop In Lane 1.00 0.48 1.00 0.98 1.00 0.04 1.00 0.13 Lane Grp Cap(c),vehlh 516 0 554 612 0 509 387 0 754 267 0 753 V/C Ratio(X) 0.61 0.00 0.04 0.08 0.00 0.24 0.01 0.00 0.79 0.14 0.00 0.59 Avail Cap(c_a),veh/h 559 0 608 658 0 558 706 0 1319 539 0 1319 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay(d),s/veh 16.1 0.0 10.3 10.8 0.0 11.1 13.5 0.0 11.3 18.3 0.0 9.9 Incr Delay(d2),slveh 1.7 0.0 0.0 0.1 0.0 0.2 0.0 0.0 1.9 0.2 0.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 3.1 0.0 0.1 0.3 0.0 0.8 0.0 0.0 4.3 0.3 0.0 2.7 Unsig. Movement Delay,s/veh LnGrp Delay(d),slveh 17.9 0.0 10.4 10.9 0.0 11.4 13.5 0.0 13.2 18.5 0.0 10.7 LnGrp LOS B A B B A B B A B B A B Approach Vol,vehlh 337 171 599 483 Approach Delay,s/veh 17.4 11.2 13.2 11.3 Approach LOS � B f B B � B � Timer-Assigned Phs 2 4 6 8 Phs Duration(G+Y+Rc),s 26.1 21.4 26.1 21.4 Change Period(Y+Rc),s 5.0 5.0 5.0 5.0 Max Green Setting(Gmax),s 37.0 18.0 i 37.0 18.0 Max Q Clear Time(g_c+11),s 16.4 16.0 18.3 4.9 Green Ext Time(p_c),s 3.9 0.3 * 2.8 0.7 Intersection Summary HCM 6th Ctrl Delay 13.3 HCM 6th LOS B PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 6 HCM 6th TWSC 15: Kagy Blvd & Highland Blvd Intersection Int Delay,s/veh 20.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � '� � � � Traffic Vol,vehlh 352 246 5 0 179 22 4 4 8 35 1 431 Future Vol,veh/h 352 246 5 0 179 22 4 4 8 35 1 431 Conflicting Peds,#/hr 1 0 3 3 0 1 7 0 0 0 0 7 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 75 - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 2 0 0 0 2 0 0 0 0 0 0 1 Mvmt Flow 383 267 5 0 195 24 4 4 9 38 1 468 MajorlMinor Major1 Major2 Minor1 Minor2 Conflicting Flow All 220 0 0 275 0 0 1488 1259 273 1250 1249 215 Stage1 - - - - - - 1039 1039 - 208 208 - Stage 2 - - - - - - 449 220 - 1042 1041 - Critical Hdwy 4.12 - - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.21 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.1 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.1 5.5 - Follow-up Hdwy 2.218 - - 2.2 - - 3.5 4 3.3 3.5 4 3.309 Pot Cap-1 Maneuver 1349 - - 1300 - - 103 172 771 151 175 827 Stage 1 - - - - - - 281 310 - 799 734 - Stage 2 - - - - - - 593 725 - 280 310 - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 1348 - - 1296 - - 34 123 769 113 125 821 Mov Cap-2 Maneuver - - - - - - 34 123 - 113 125 - Stage 1 - - - - - - 201 221 - 571 733 - Stage 2 - - - - - - 253 724 - 194 221 - Approach EB WB NB SB HCM Control Delay,s 5.1 0 48.4 47.7 HCM LOS E E Minor LanelMajor Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity(veh/h) 100 1348 - - 1296 - - 554 HCM Lane V/C Ratio 0.174 0.284 - - - - - 0.916 HCM Control Delay(s) 48.4 8.7 - - 0 - - 47.7 HCM Lane LOS E A - - A - - E HCM 95th%tile Q(veh) 0.6 1.2 - - 0 - - 11.2 PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 7 HCM 6th TWSC 17: Highland Blvd & Hillcrest Access Intersection Int Delay,s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � � '� '� Traffic Vol,vehlh 33 115 22 321 372 14 Future Vol,veh/h 33 115 22 321 372 14 Conflicting Peds,#/hr 0 0 4 0 0 4 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 50 0 150 - - - Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 36 125 24 349 404 15 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 813 416 423 0 - 0 Stage 1 416 - - - - - Stage 2 397 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 351 641 1147 - - - Stage 1 670 - - - - - Stage 2 683 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 341 639 1143 - - - Mov Cap-2 Maneuver 341 - - - - - Stage 1 653 - - - - - Stage 2 680 - - - - - Approach EB NB SB HCM Control Delay,s 13.1 0.5 0 HCM LOS B Minor LanelMajor Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity(veh/h) 1143 - 341 639 - - HCM Lane V/C Ratio 0.021 - 0.105 0.196 - - HCM Control Delay(s) 8.2 - 16.8 12 - - HCM Lane LOS A - C B - - HCM 95th%tile Q(veh) 0.1 - 0.3 0.7 - - PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 8 HCM 6th TWSC 19: Highland Blvd & Lot C/H osl�sl2o23 Intersection Int Delay,s/veh 5 Movement EBL EBT WBT WBR SEL SER Lane Configurations �' '� � Traffic Vol,vehlh 21 356 330 38 130 60 Future Vol,veh/h 21 356 330 38 130 60 Conflicting Peds,#/hr 5 0 0 5 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage,# - 0 0 - 0 - Grade,% - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 1 1 0 2 0 Mvmt Flow 23 387 359 41 141 65 MajorlMinor Major1 Major2 Minor2 Conflicting Flow All 405 0 - 0 818 385 Stage 1 - - - - 385 - Stage 2 - - - - 433 - Critical Hdwy 4.1 - - - 6.42 6.2 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.2 - - - 3.518 3.3 Pot Cap-1 Maneuver 1165 - - - 346 667 Stage 1 - - - - 688 - Stage 2 - - - - 654 - Platoon blocketl, % - - - Mov Cap-1 Maneuver 1159 - - - 334 664 Mov Cap-2 Maneuver - - - - 334 - Stage 1 - - - - 667 - Stage 2 - - - - 651 - Approach EB WB SE HCM Control Delay,s 0.5 0 23.6 HCM LOS C Minor LanelMajor Mvmt EBL EBT WBT WBR SELn1 Capacity(veh/h) 1159 - - - 396 HCM Lane V/C Ratio 0.02 - - - 0.522 HCM Control Delay(s) 8.2 0 - - 23.6 HCM Lane LOS A A - - C HCM 95th%tile Q(veh) 0.1 - - - 2.9 PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 9 HCM 6th TWSC 21: Highland Blvd & Lot B/C Access Intersection Int Delay,s/veh 1.2 Movement SEL SER NEL NET SWT SWR Lane Configurations � � '� � � Traffic Vol,vehlh 44 10 15 459 360 28 Future Vol,veh/h 44 10 15 459 360 28 Conflicting Peds,#/hr 0 0 3 0 0 3 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 100 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 48 11 16 499 391 30 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 925 394 424 0 - 0 Stage 1 394 - - - - - Stage 2 531 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 301 659 1146 - - - Stage 1 686 - - - - - Stage 2 594 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 295 657 1143 - - - Mov Cap-2 Maneuver 295 - - - - - Stage 1 674 - - - - - Stage 2 592 - - - - - Approach SE NE SW HCM Control Delay,s 18.3 0.3 0 HCM LOS C Minor LanelMajor Mvmt NEL NET SELn1 SWT SWR Capacity(veh/h) 1143 - 329 - - HCM Lane V/C Ratio 0.014 - 0.178 - - HCM Control Delay(s) 8.2 - 18.3 - - HCM Lane LOS A - C - - HCM 95th%tile Q(veh) 0 - 0.6 - - PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 10 HCM 6th TWSC 23: Lot A/B Access & Highland Blvd Intersection Int Delay,s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations � � '� T � Traffic Vol,vehlh 49 11 6 510 387 15 Future Vol,veh/h 49 11 6 510 387 15 Conflicting Peds,#/hr 0 0 5 0 0 5 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 65 - - 100 Veh in Median Storage,# 0 - - 0 0 - Grade,% 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 2 1 0 Mvmt Flow 53 12 7 554 421 16 MajorlMinor Minor2 Major1 Major2 Conflicting Flow All 994 426 442 0 - 0 Stage 1 426 - - - - - Stage 2 568 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 274 633 1129 - - - Stage 1 663 - - - - - Stage 2 571 - - - - - Platoon blocketl, % - - - Mov Cap-1 Maneuver 270 630 1124 - - - Mov Cap-2 Maneuver 270 - - - - - Stage 1 656 - - - - - Stage 2 568 - - - - - Approach EB NB SB HCM Control Delay,s 20.2 0.1 0 HCM LOS C Minor LanelMajor Mvmt NBL NBT EBLn1 SBT SBR Capacity(veh/h) 1124 - 302 - - HCM Lane V/C Ratio 0.006 - 0.216 - - HCM Control Delay(s) 8.2 - 20.2 - - HCM Lane LOS A - C - - HCM 95th%tile Q(veh) 0 - 0.8 - - PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 11 HCM 6th TWSC 26: Old Highland Blvd & Lot E/F Intersection Int Delay,s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 149 2 7 8 0 13 3 53 9 7 36 15 Future Vol,veh/h 149 2 7 8 0 13 3 53 9 7 36 15 Conflicting Peds,#/hr 1 0 122 122 0 1 7 0 8 8 0 7 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 162 2 8 9 0 14 3 58 10 8 39 16 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 147 152 176 267 155 72 62 0 0 76 0 0 Stage 1 70 70 - 77 77 - - - - - - - Stage 2 77 82 - 190 78 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 826 743 872 690 741 996 1554 - - 1536 - - Stage1 945 841 - 937 835 - - - - - - - Stage 2 937 831 - 816 834 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 804 727 766 595 725 987 1544 - - 1524 - - Mov Cap-2 Maneuver 804 727 - 595 725 - - - - - - - Stage1 936 831 - 928 827 - - - - - - - Stage 2 921 823 - 709 824 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 10.7 9.7 0.3 0.9 HCM LOS B A Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1544 - - 801 789 1524 - - HCM Lane V/C Ratio 0.002 - - 0.214 0.029 0.005 - - HCM Control Delay(s) 7.3 0 - 10.7 9.7 7.4 0 - HCM Lane LOS A A - B A A A - HCM 95th%tile Q(veh) 0 - - 0.8 0.1 0 - - PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 12 HCM 6th TWSC 31: Old Highland Blvd & Lot E/D Intersection Int Delay,s/veh 6.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations � � � � Traffic Vol,vehlh 30 0 80 8 3 17 5 16 4 4 43 5 Future Vol,veh/h 30 0 80 8 3 17 5 16 4 4 43 5 Conflicting Peds,#/hr 82 0 0 0 0 82 9 0 1 1 0 9 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage,# - 0 - - 0 - - 0 - - 0 - Grade,% - 0 - - 0 - - 0 - - 0 - Peak HourFactor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 33 0 87 9 3 18 5 17 4 4 47 5 MajorlMinor Minor2 Minor1 Major1 Major2 Conflicting Flow All 189 99 59 131 99 102 61 0 0 22 0 0 Stage 1 67 67 - 30 30 - - - - - - - Stage 2 122 32 - 101 69 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 776 795 1012 846 795 959 1555 - - 1607 - - Stage1 948 843 - 992 874 - - - - - - - Stage 2 887 872 - 910 841 - - - - - - - Platoon blocketl, % - - - - Mov Cap-1 Maneuver 689 782 1003 768 782 883 1542 - - 1605 - - Mov Cap-2 Maneuver 689 782 - 768 782 - - - - - - - Stage1 937 833 - 988 871 - - - - - - - Stage 2 795 869 - 829 831 - - - - - - - Approach EB WB NB SB HCM Control Delay,s 9.7 9.5 1.5 0.6 HCM LOS A A Minor LanelMajor Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity(veh/h) 1542 - - 892 836 1605 - - HCM Lane V/C Ratio 0.004 - - 0.134 0.036 0.003 - - HCM Control Delay(s) 7.3 0 - 9.7 9.5 7.2 0 - HCM Lane LOS A A - A A A A - HCM 95th%tile Q(veh) 0 - - 0.5 0.1 0 - - PM Peak Bozeman Health Master Plan 3:13 pm 08/15/2023 Future(2038) Synchro 11 Report Page 14 AUXILIARY TURN LANE WARRANT WORKSHEETS a � � m Z v � v � � . ,ti.�.� Highland Blvd & Highland Blvd & Highland Blvd & TURN LANE WARRANTS Lots C/H Access Hillcrest Access Ka Blvd AM PM AM PM AM PM EB Right-Turn Lane NO NO EB Left-Turn Lane WB Right-Turn Lane NO NO 2023 WB Left-Turn Lane NB Right-Turn Lane NB Left-Turn Lane NO NO SB Right-Turn Lane NO NO NO NO SB Left-Turn Lane EB Right-Turn Lane NO NO EB Left-Turn Lane WB Right-Turn Lane NO NO 2038 WB Left-Turn Lane NB Right-Turn Lane NB Left-Turn Lane YES NO SB Right-Turn Lane YES NO NO NO SB Left-Turn Lane Existing Treffic Volumes(2023)-Right-Turn Lanes at Unsignalized Intersections on 2-Lane Highways Right-Turn Volume Required Right-Turn Warranted Right- Total DHV During DHV Volume for Turn Lane? Speed Limit at Approach Time (veh/hr) (veh/hr,one direction) Warranted Lane (Y/N) Approach AM weekday 201 24 93 N 35 Highland&Lot C/H SB pM weekday 249 8 87 N 35 Highland&Hillcrest 5B AM weekday 178 30 96 N 35 PM weekday 262 14 85 N 35 Highland&Kagy EB AM weekday 353 0 73 N 35 PM weekday 435 4 62 N 35 Highland&Kagy WB AM weekday 238 20 88 N 35 PM weekday 146 13 101 N 35 Future Traffic Volumes(2038)-Right-Turn Lanes at Unsignalized Intersections on 2-Lane Highways Right-Turn Volume Required Right-Turn Warranted Right- Total DHV During DHV Volume for Turn Lane? Speed Limit at Approach Time (veh/hr) (veh/hr,one direction) Warranted Lane (Y/N) Approach AM weekday 349 109 73 Y 35 Highland&Lot C/H SB pM weekday 368 38 71 N 35 AM weekday 239 30 88 N 35 Highland&Hillcrest SB pM weekday 386 14 69 N 35 Highland&Kagy EB AM weekday 525 0 50 N 35 PM weekday 603 5 40 N 35 Highland&Kagy WB AM weekday 333 40 76 N 35 PM weekday 201 22 93 N 35 Guidelines for Right-Turn Lanes at Unsignalized Intersections �� on 2-Lane Hi hwa s Fi ure 28.4A •Existing(2023) Future(2038) 100 ..\ � WOliT TURN LANE MAY BE JUSTIFlED � � - � � � � � 9D � � RICiHT TIIRN LANE MAY � � NOTBE.K13T1F1� a� � 20 0 100 Z00 300 400 600 800 7410 TUTAL DHV,VEFqCLE8 FER HOUR,IN ONE DIRECTION Existing Traffic Volumes(2023)-Left-Turn Lanes at Unsignalized Intersections on 2-Lane Highways Val=Total left-turn Warranted Left- Speed Va=Total advancing volume in advancing Percent left-tums in Vo=Total opposing Tum Lane? Limit at Approach Time trafficvolume traffic Va trafficvolume (Y/N) Approach Highland&Lot C/H NB AM weekday 258 15 5.8% 201 N 35 PM weekday 272 10 3.7% 249 N 35 Future Traffic Volumes(2035)-Left-Turn Lanes at Unsignalized Intersections on 2-Lane Highways Val=Total left-turn Warranted Left- Speed Va=Total advancing volume in advancing Percent left-tums in Vo=Total opposing Tum Lane? Limit at Approach Time trafficvolume traffic Va trafficvolume (Y/N) Approach Highland&Lot C/H NB AM weekday 380 47 12.4% 349 Y 35 PM weekday 377 21 5.6% 368 N 35 eoo Volume Guidelines for Left-Turn Lanes at Unsignalized I s c ions 2-La e High ays (4 MPH) Figure 8.4F) �_ �e.�.er.�+orw s.�lc wMn»whlcn � M�oN�des a�Lrrirp - - LaMTYen 7YsabnerK b� - 8hould b�CwNIdN�d � Yo=Tocel o0Da1ri0 � � �+tLidsr eM tuninp trNo � ao�o ���tiV� Existing(2023) 600 � �°�� Future(2038) Inanrdlo�r: � ���' 1. Ths firtfb d tuvss iepie�erK tAs paoxK d IsR lums 100 k�1ns wvandrq wiims N�l �ds�onsr sha�d k�1s . . 90 o�a M ouw lar tlr�oWl p�roM�l�d NR Oxra � WAsn FI�N nd�n ewn Inaanak d wvs.lAs 11 dMlprr afwuld MlYrrr�Mrr�tlr aurw N�. �°/0 2 Fb�d VA a1W Vp Ylb tlN Cf1�R a1W b1,7b IM kMMM�ib11 �o aoo , • ar,.wo.or.�... � - a rra.u»io�.uo�a u�.vd�e n=z�.rw.b*,.a.w r, ■1. If IM pdrA N b M dpht d IM aurv�.IMn�NR-Wm 4rr sla�/d D�mhldr�sd. Y ris polrK r b IAs MR d 20D Ih�arv�.ft�n�MIFBrn hn�k not wrtaibd bwd an '.� trMlc vornN�. . \ LN1-Tm 100 T��snt . Nol rMwM�ry _ 100 Z00 �00 �00 600 a00 700 000 V�—�+d�w vdum.Nwq a.rg o..�►iwr TRAFFIC SIGNAL WARRANT WORKSHEETS a � � m Z v � m � . � _ ,�.�.� Highland Blvd & Lots B/C Access TRAFFIC SIGNAL WARRANTS Existing Conditions Future (2038) (2023) 1. Eight-Hour Vehicular Volume x x 2. Four-HourVehicularVolume x x 3. Peak Hour x x 4. Pedestrian Volume -- -- 5. School Crossing -- -- 6.Coordinated Signal System x x 7.Crash History x x 8. Roadway Network x x 9. Intersection Near a Grade Crossing -- -- Signals Warranted Yes No x x Warrant 1: Eight-Hour Vehicular Volume enera n ormation Agency/Company: Sanbel] Date: 8/16/2023 Project Number: 17095.06 Project Descripuon: Bozeman Health Campus urisdiction: City of Bozeman/MDT Major Street Speed Limit: 35 mph Major Street(Approach T.anes): Highland Blvd (2 lanes) Minor Street(Approach Lanes): Lots B/C Access (1 lane) Analysis Year/Case: Existing(2023) Major Street Higher Volume Hour Av .Enterin Volume Total(Both Minor Begin NB SB EB WB A roaches A roach 0:00 8 17 9 0 25 9 1:00 1 5 3 0 6 3 2:00 2 3 4 0 5 4 3:00 3 2 1 0 5 1 4:00 15 6 1 0 21 1 5:00 33 16 2 0 49 2 6:00 C8 65 8 0 133 8 7:00 174 183 12 0 357 12 8:00 240 238 23 0 478 23 9:00 220 205 27 0 425 27 10:00 212 218 25 0 430 25 11:00 204 206 30 0 410 30 12:00 21) 258 38 0 477 38 13:00 203 248 49 0 451 49 14:00 232 244 34 0 476 34 15:00 259 299 52 0 558 52 16:00 257 253 41 0 510 41 17:00 258 260 34 0 518 34 18:00 148 200 23 0 348 23 19:00 103 150 26 0 253 26 20:00 76 120 23 0 196 23 21:00 49 58 16 0 107 16 22:00 28 51 12 0 7) 12 23:00 18 30 9 0 48 9 TOTAL 3030 3335 502 0 6365 502 Condition A-Minimum Vehicular Volume (100%Columns): Hrs Major Street Total> 600 and Higher Minor Street Total> 150 for 8 hours? No 0 Condition B-Interruption of Continuous Traffic (100%Columns): Major Street Total> 900 and Higher Minor Street Total> 75 for 8 hours? No 0 Combination of Conditions A&B (80%Columns): Major Street Total>480 and Higher Minor Street Total> 120 for 8 hours? No 0 Major Street Total> 720 and Higher Minor Stseet Total> 60 for 8 hours? No 0 Warrant 1 Satisfied? No Warrant 1: Eight-Hour Vehicular Volume enera n ormation Agency/Company: Sanbel] Date: 8/16/2023 Project Number: 17095.06 Project Descripuon: Bozeman Health Campus urisdiction: City of Bozeman/MDT Major Street Speed Limit: 35 mph Major Street(Approach T.anes): Highland Blvd (2 lanes) Minor Street(Approach Lanes): Lots B/C Access (1 lane) Analysis Year/Case: Future(2038) Major Street Higher Volume Hour Av .Enterin Volume Total(Both Minor Begin NB SB EB WB A roaches A roach 0:00 12 2C 12 0 38 12 1:00 2 8 4 0 10 4 2:00 3 5 5 0 8 5 3:00 5 3 1 0 8 1 4:00 23 ) 1 0 32 1 5:00 51 25 3 0 76 3 6:00 104 100 11 0 204 11 7:00 267 282 16 0 549 16 8:00 3C8 367 31 0 735 31 9:00 338 316 36 0 654 36 10:00 325 336 34 0 661 34 11:00 313 318 40 0 631 40 12:00 336 3)8 51 0 734 51 13:00 311 382 66 0 693 66 14:00 356 37C 46 0 732 4C 15:00 397 461 70 0 858 70 16:00 394 390 55 0 784 55 17:00 396 401 46 0 797 46 1&00 227 308 31 0 535 31 19:00 158 231 35 0 389 35 20:00 117 185 31 0 302 31 21:00 75 89 21 0 164 21 22:00 43 79 16 0 122 1 C 23:00 28 46 12 0 74 12 TOTAL 4649 5141 674 0 9790 674 Condition A-Minimum Vehicular Volume (100%Columns): Hrs Major Street Total> 600 and Higher Minor Street Total> 150 for 8 hours? No 0 Condition B-Interruption of Continuous Traffic (100%Columns): Major Street Total> 900 and Higher Minor Street Total> 75 for 8 hours? No 0 Combination of Conditions A&B (80%Columns): Major Street Total>480 and Higher Minor Street Total> 120 for 8 hours? No 0 Major Street Total> 720 and Higher Minor Stseet Total> 60 for 8 hours? No 1 Warrant 1 Satisfied? No Warrant 2: Four-Hour Vehicular Volume enera n ormation Agency/Compan�: Sanbcll Datc: 8/16/2023 Project Number: 17095.06 Project Description: Bozeman Health Campus urisdiction: Ciry of Bozeman/MDT Major Street Speed 7.imit: 35 mph Major Street(Approach Lanes): Highland Blvd(2 lanes) Minor Street(/lpproach T.anes): Lots B/C Access(1 lane) Analvsis Ycar�Casc: 1?xisting(2023) Major Street Higher Volume Hour Av .Enterin Volume Total(Both Minor Be in NB SB EB WB A roaches A roach 0:00 8 17 9 0 25 9 1:00 1 5 3 0 6 3 2:00 2 3 4 0 5 4 3:00 3 2 1 0 5 1 4:00 15 6 1 0 21 1 5:00 33 16 2 0 49 2 C:00 C8 65 8 0 133 8 7:00 174 183 12 0 357 12 8:00 240 238 23 0 478 23 9:00 220 205 27 0 425 27 10:00 212 218 25 0 430 25 11:00 204 206 30 0 410 30 12:00 219 258 38 0 477 38 13:00 203 248 49 0 451 49 14:00 232 244 34 0 47C 34 15:00 259 299 52 0 558 52 16:00 257 253 41 0 510 41 17:00 258 260 34 0 518 34 18:00 148 200 23 0 348 23 19:00 103 150 26 0 253 26 20:00 76 120 23 0 19C 23 21:00 49 58 16 0 107 16 22:00 28 51 12 0 79 12 23:00 18 30 9 0 48 9 TOTAL 3030 3335 502 0 6365 502 Figure 4C-1. Warrant 2,Four-Hour Vehicular Volume 500 � I � 2 OR MORE LANES&2 OR MORE LANES aoe . . . . � � . �.. 2 OR MORE LANES&1 LANE MINOR STREET 3qo � � 1 LANE&1,LANE HIGHER- VOLUME APPROACH- 2�� VPH i� iis a�� �� • • �'r � 300 4JC• 500 6Q0 700 800 900 1000 1100 1200 13C0 1400 MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note�.115 vUh applies as ihe lower threshold volume for a minor-street approach with two or more lanes antl 80 vph applies as the lower ihreshold volume for a minorvsireet approach wi�h one lane. Meets warrant criteria on graph for minimum of 4 hours(100%thresholds)? No (0 hrs) Warrant 2 Satisfied? No Warrant 2: Four-Hour Vehicular Volume enera n ormation Agency/Compan�: Sanbcll Datc: 8/16/2023 Project Number: 17095.06 Project Description: Bozeman Health Campus urisdiction: Ciry of Bozeman/MDT Major Street Speed 7.imit: 35 mph Major Street(Approach Lanes): Highland Blvd(2 lanes) Minor Street(/lpproach T.anes): Lots B/C Access(1 lane) Analvsis Ycar�Casc: Futurc(2038) Major Street Higher Volume Hour Av .Enterin Volume Total(Both Minor Be in NB SB EB WB A roaches A roach 0:00 12 2C 12 0 38 12 1:00 2 8 4 0 10 4 2:00 3 5 5 0 8 5 3:00 5 3 1 0 8 1 4:00 23 9 1 0 32 1 5:00 51 25 3 0 76 3 C:00 104 100 11 0 204 11 7:00 267 282 16 0 549 16 8:00 368 367 31 0 735 31 9:00 338 316 36 0 654 36 10:00 325 33C 34 0 C61 34 11:00 313 318 40 0 631 40 12:00 33C 398 51 0 734 51 13:00 311 382 66 0 693 66 14:00 35C 37C 4C 0 732 4C 15:00 397 461 70 0 858 70 16:00 394 390 55 0 784 55 17:00 396 401 46 0 797 46 18:00 227 308 31 0 535 31 19:00 158 231 35 0 389 35 20:00 117 185 31 0 302 31 21:00 75 89 21 0 164 21 22:00 43 79 1(i 0 122 1(i 23:00 28 46 12 0 74 12 TOTAL 4649 5141 674 0 9790 674 Figure 4C-1. Warrant 2,Four-Hour Vehicular Volume ��o i i 2 OR MORE LANES&2 OR MORE LANES �oo I� - . �. I . I. _. — .. . 2 OR MORE LANES 8 I LANE MWOI�i 1 LANE&1 LANE ST�1�f�T� �.�oo I � � I IIGHER- VOLUME AI'PHOACH- �oo ' � � � VPH i u. i� � µ�J• •��� � ~ : — aoo �ioo soo soo �oo eoo soo i000 iioo i�.�oo raeo inoo MAJOR STREET—TOTAL OF BOTH APPROACHE6 VEHICLES PER HOUR(VPFI) 'Nukt:t 15 vph applies as the lowor threshqld volume lor a minw:.imci a{�prnech with iwo or inore lanea entl f3n vph applles es the li�w��� thresnoia vowme�oi a mmurstreet appinach wun one iane Meets warrant criteria on graph for minimum of 4 hours(100%thresholds)? No (0 hrs) Warrant 2 Satisfied? No Warrant 3: Peak Hour enera n ormation Agency/Company: Sanbell Date: 8/16/2023 Project Number: 17095.06 Project Descripuon: Bozeman Health Campus urisdiction: City of Bozeman/MDT Major Street Speed Limit: 35 mph Major Street(Approach T.anes): Highland Blvd (2 lanes) Minor Street(Approach Lanes): Lots B/C Access (1 lane) Analysis Year/Case: Existing(2023) AM Peak Hour 7:30-8:30 AM High Minor Total Stopped Time Delay(hrs) 0.03 Total Volume of Major Approaches (vehs) 501 High Minor Approach Volume (vehs) 10 Total Entering Volume (vehs) 511 PM Peak Hour 4:30-5:30 PM High Minor Total Stopped Time Delay(hrs) 0.15 Total Volume of Major Approaches (vehs) 560 High Minor Approach Volume (vehs) 40 Total Entering Volume (vehs) 600 Category A: Peak Period: AM Total stopped time delay for minor approach> 4 veh-hrs? No(0.15) High minor approach volume > 100 for peak hour? No (40) Total entering volume> 650 for peak hour? No(600) Category A warrant sausfied? No Figure 4C-3. Warrant 3,Peak Hour Category B: aoo soo 2 OR MORE LANES&2 OR MORE LANES MINOR STREET a00 2 OR MORE LANES&1 LANE HIGHER- VOLUME 300 1 LANE&1 LANE APPROACH- VPH 200 iso� ioo �oo• • aoo aoo soo �oo soo soo i000 iioo izoo iaoo iaoo isoo isoo voo isoo MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. Meets warrant criteria on�aph for minimum of one hour(100%thresholds)? No Warrant 3 Satisfied? No Warrant 3: Peak Hour enera n ormation Agency/Company: Sanbell Date: 8/16/2023 Project Number: 17095.06 Project Descripuon: Bozeman Health Campus urisdiction: City of Bozeman/MDT Major Street Speed Limit: 35 mph Major Street(Approach T.anes): Highland Blvd (2 lanes) Minor Street(Approach Lanes): Lots B/C Access (1 lane) Analysis Year/Case: Future(2038) AM Peak Hour 7:30-8:30 AM High Minor Total Stopped Time Delay(hrs) 0.05 Total Volume of Major Approaches (vehs) 770 High Minor Approach Volume (vehs) 13 Total Entering Volume (vehs) 783 PM Peak Hour 4:30-5:30 PM High Minor Total Stopped Time Delay(hrs) 0.27 Total Volume of Major Approaches (vehs) 862 High Minor Approach Volume (vehs) 54 Total Entering Volume (vehs) 916 Category A: Peak Period: PM Total stopped time delay for minor approach> 4 veh-hrs? No (0.27) High minor approach volume > 100 for peak hour? No (54) Total entering volume> 650 for peak hour? Yes (916) Category A warrant sausfied? No Figure 4C-3. Warrant 3,Peak Hour Category B: soo soo 2 OR MORE LANES&2 OR MORE LANES MINOR STREET 400 2 OR MORE LANES&1 LANE HIGHER- VOLUME 300 1 LANE&1 LANE APPROACH- VPH 200 iw� ioo ioo� • aoo soo soo �oo eoo soo i000 iioo izoo isoo iaoo isoo isoo noo iaoo MAJOR STREET—TOTAL OF BOTH APPROACHES— VEHICLES PER HOUR(VPH) 'Note:150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach wi�h one lane. Meets warrant criteria on�aph for minimum of one hour(100%thresholds)? No Warrant 3 Satisfied? No Warrant 4: Pedestrian Volume General Information Agenc��/Compan�: Sanbell Date: 8/16/2023 Project Number: 170)5.06 Pxoject Descxiprion: Bozeman Health Campus urisdiction: City of Bozeman�NIDT Major Stxeet Speed Limir. 35 mph Major Street(Approach T,anes): Highland Blvd(2 lanes) Minor Street(Appxoach Lanes): Lots B�C Access(1 lane) Analvsis Year�Case: E�sdna(2023) This warrant is intended for application where the tsaffic volume on a majar street is so heavy that pedestrians experience eacessive delay in crossing the major street. Figure 4C-5.Warrant 4,Pedestrian Four-Hour Volume soo � aoo Hour Majar Street Pedestrian Volume TOTn�oF n�� PEDESTRIANS 30,� Be in Total TrafFc Crossin Ma'or Street cAossw� MAJON Sl HEET- n:n�� 2� �� PEDESTRIANS 200 - -- - PER HOUR(PPH) 1:0� 6 � io�` too Z:n�) 7 n 3:00 5 0 M� • • • M� • � aoo aoo soo doo �oo eoo soo i000 �ico izoo �aoc iaoo 4:�0 21 n MAJOR STREET TOTAL OF BOTH APPROACHES— �:�� 49 � VEHICLES PER HOUR(VPH) 'Note'.107 pph applies as the lowerthiesholtl volume. 6:00 133 0 7:00 357 0 �.�� 47� � Figure 4C-Z Warrant 4,Pedestrian Peak Hour �x 9:00 425 0 6� 10:00 430 0 11:00 410 0 P°o sTRinrvs �� � I CROSSING 400 � � — �- -- � 12:00 477 0 nna�oR sTAEEr PEDESTRIANS 3� ' ' � ' ' � - - � 13:00 451 0 PEa Hou��PPH� zao 14:00 47C 0 � ,33� 15:00 558 0 � ���• • • 16:�� �1� � aoo aoo xo soo �m eoo eoo i000 nocizoe iaw iaoo i>oo�soo noo ieoo MAJOR STREET—TOTAL OF BOTH APPROACHES— 17:00 518 0 veHic�es PeR Houa;vPH> ]g:()� 34� � 'Note�.�33 pph appl�ies as ine lower threshoitl voiume. 19:00 253 0 Fox each of an��4 houxs of an average day,do the plotted points repxesenting 20:00 19C 0 xepresenring the vehicles per houx on the majox street and the corresponding 21:00 107 0 pedestxians per houx crossing the major stxeet fall above the curve in 22:00 79 0 Figure 4G5? N/A 23:00 48 0 TOTAL 6,365 0 For 1 hour of an average day,does the plotted point xepresenting vehicles pex hour on the major street and the corresponding pedestrians per hour crossing the major street fall above the cuxve in Figure 4G7? N�A Warrant 4 Satisfied? N/A General Information Agencj�/Compans: Sanbell Date: 8/16/2023 Project Number: 17095.06 Pxoject Descxiprion: Bozeman Health Campus urisdiction: City of Bozeman�NIDT Major Stxeet Speed Limit: 35 mph Major Street(Approach T,anes): Highland Blvd(2 lanes) Minor Street(Appxoach Lanes): Lots B�C Access(1 lane) Analvsis Year�Case: ��sdna(2023) Warrant 5: School Crossing This warrant is intended far application where the fact that school children(elementar�through high school students)cross the major street is the pxinciple xeason to consider installing a traffic signal. This warxant shall not be applied at locations where the distance to the nearest traffic control signal along the major street is less than 300 feet,unless it can be shown that the proposed traffic signal would not xestrict the progressive movement of traffic. Is the number of adequate gaps in the major crossing traffic steam during the primary crossing pexiod less than the number of minutes in that crossing pexiod? N�A Do 20 or more students cross at this location during the 1�ighest crossing hour? N/A Warrant 5 Satisfied? N/A Warrant 6: Coordinated Signal System This warrant is intended far application where installation of a traffic signal would help to provide proper platooning of vehicles and therefoxe provide pxogressive movement in a cooxdinated signal system. Are any adjacent traffic signals located so far away that they do not provide a necessary degree of platooning and/ox progressive operadon? No Warrant 6 Satisfied? No Warrant 7: Crash Experience This waxrant is intended for applicadon where the severiry and fxequency of crashes are the principal reasons to consider installing a traffic control signal Have adequate trials of alternadves failed to reduce the crash frequency? N�A Have 5 or more crashes,of t�pes susceptible to carrection by a signal,occurred within a 12-month pexiod? No Is Condition A criterion met for 80%columns of Warrant 1 met? No Is Condidon B exitexion met for 80%columns of Warrant 1 met? No Are observed pedestxian volumes equal to or greater than 80%of what is required far Waxrant 4? No Warrant 7 Satisfied? No General Information Agencj�/Compans: Sanbell Date: 8/16/2023 Project Number: 17095.06 Pxoject Descxiprion: Bozeman Health Campus urisdiction: City of Bozeman�NIDT Major Stxeet Speed Limit: 35 mph Major Street(Approach T,anes): Highland Blvd(2 lanes) Minor Street(Appxoach Lanes): Lots B�C Access(1 lane) Analvsis Year�Case: Future(2038) Warrant 5: School Crossing This warrant is intended far application where the fact that school children(elementar�through high school students)cross the major street is the pxinciple xeason to consider installing a traffic signal. This warxant shall not be applied at locations where the distance to the nearest traffic control signal along the major street is less than 300 feet,unless it can be shown that the proposed traffic signal would not xestrict the progressive movement of traffic. Is the number of adequate gaps in the major crossing traffic steam during the primary crossing pexiod less than the number of minutes in that crossing pexiod? N�A Do 20 or more students cross at this location during the 1�ighest crossing hour? N/A Warrant 5 Satisfied? N/A Warrant 6: Coordinated Signal System This warrant is intended far application where installation of a traffic signal would help to provide proper platooning of vehicles and therefoxe provide pxogressive movement in a cooxdinated signal system. Are any adjacent traffic signals located so far away that they do not provide a necessary degree of platooning and/ox progressive operadon? No Warrant 6 Satisfied? No Warrant 7: Crash Experience This waxrant is intended for applicadon where the severiry and fxequency of crashes are the principal reasons to consider installing a traffic control signal Have adequate trials of alternadves failed to reduce the crash frequency? N�A Have 5 or more crashes,of t�pes susceptible to carrection by a signal,occurred within a 12-month pexiod? No Is Condition A criterion met for 80%columns of Warrant 1 met? No Is Condidon B exitexion met for 80%columns of Warrant 1 met? No Are observed pedestxian volumes equal to or greater than 80%of what is required far Waxrant 4? No Warrant 7 Satisfied? No General Information /�gencp�Compan5�: Sanbcll Date: 8�16�2023 Project Number: 17095.06 Project Description: Bozeman Health Campus urisdiction: Ciry of Bozeman/NIDT Major Street Speed Limit: 35 mph Major Street(L\pproach T,anes): Highland Blvd(2lanes) Minor Stteet(Approach Lanes): Lots B�C Access(1 lane) (�nalysis Year/Casc: Existin (2023) Warrant 8: Roadway Network This warrant is intended for application where installauon of a traffic signal could be justified in ordex to encourage concentration and organization of traffic flow on a roadwav network Do two ar more of the inrersecting routes at this locauon have at least one of the following characteristics: A. It is part of the street or highway system that scroes as the principal roadwa5� network for through traffic flow;or B. It includes rural or suburban highways outside,entering,or traversing a Ciry;ox C. It appears as a major route on an official plan. No Does this intersection have an existing or immediatel�pxojected total entering volume of a least 1000 vehicles during a weekday rypical peak hour and have a 5-year projected traffic volume that meets one or more of Warrants 1,2,and 3 during an average weekday? No Docs this intersection have an exisdng or immediately projected total entering volume of at least 1000 vph for each of any 5 hours of a Saturday ox Sundaj? N/A Warrant 8 Satisfied? No Warrant 9: Intersection Near a Grade Crossing This warrant is intended for applicarion whete none of the conditions described in the other eight ttaffic signal warrants are met,but the proximiry to the intersection of a grade crossing on an intersection approach controlled b��a STOP or YIELD sign is the principal reason to consider installing a traffic signal. Does a grade crossing exist on an approach controlled by a STOP ar YiET.D sign whereby the center of the track nearest to the intersection is within 140 feet of the stop or yield line? No Figure 4C-9.Warrent 9,Intersection Near a Grade Crossing (One Approach Lane at theTrack Crossing) � si���� z O` MINOFSTFEET, � �,� CROSSING �`�oy3o� APPROACH- �n � E�UIVALENT "� � VPH"' \F sn 1GJ Q \ \~� >G — °� '�� z C MAJOR'STREEf zTOTALOFBOTHAPPROACHES]aVEHIGLESPERHOUR(VPH)C] '26 vp�epplies as IM1a lower ihresholU voWrr� "VPH atler applying�he atljus�men�ladors�in Tables OC-2.4C�3.and/or 4CA,il epproprie�e During the highest traffic volume hour during which the rail traffic uses the crossing,does the plotted point representing vehicles per hour on the major strect and the corresponding vehicles per hour on the minot-street approach that ctosses the ttacli fall above the applicable curve in Figure 4C-9 or 4C-10(whichever is applicable)far the existing combination of approach lanes over the track and the distance D,which is the clear storage distance? N�A Warrant 9 Satisfied? N/A General Information /�gencp�Compan5�: Sanbcll Date: 8�16�2023 Project Number: 17095.06 Project Description: Bozeman Health Campus urisdiction: Ciry of Bozeman/NIDT Major Street Speed Limit: 35 mph Major Street(L\pproach T,anes): Highland Blvd(2lanes) Minor Stteet(Approach Lanes): Lots B�C Access(1 lane) (�nalysis Year/Casc: Future(2038) Warrant 8: Roadway Network This warrant is intended for application where installauon of a traffic signal could be justified in ordex to encourage concentration and organization of traffic flow on a roadwav network Do two ar more of the inrersecting routes at this locauon have at least one of the following characteristics: A. It is part of the street or highway system that scroes as the principal roadwa5� network for through traffic flow;or B. It includes rural or suburban highways outside,entering,ox traversing a Ciry;or C. It appears as a major route on an official plan. No Does this intersection have an existing or immediatel�pxojected total entering volume of a least 1000 vehicles during a weekday rypical peak hour and have a 5-year projected traffic volume that meets one or more of Warrants 1,2,and 3 during an average weekday? No Docs this intersection have an exisdng or immediately projected total entering volume of at least 1000 vph for each of any 5 hours of a Saturday ox Sundaj? N/A Warrant 8 Satisfied? No Warrant 9: Intersection Near a Grade Crossing This warrant is intended for applicarion whete none of the conditions described in the other eight ttaffic signal warrants are met,but the proximiry to the intersection of a grade crossing on an intersection approach controlled b��a STOP or YIELD sign is the principal reason to consider installing a traffic signal. Does a grade crossing exist on an approach controlled by a STOP ar YiET.D sign whereby the center of the track nearest to the intersection is within 140 feet of the stop or yield line? No Figure 4C-9.Warrant 9,Intersection Near a Grede Crossing (One Approach Lane at th e Track Crossing) ��a o MINORS7FEE7. �� a' CFOSSING � ���Oy30 _ .4PPROAGH- '�n � E�UIVALENT 10 �� VPH" \h sh 1C] � \ \\ ^� �D�__ �� . . h I a5' o MAJOR'STREET ZTOTAL OF BOTH APPROFGHES C VEHIGLES PER HOL1F(VPH)o '2G vpM1 e�plles as tne lower tnresholtl volume "VPH aXer applying�he atljus�ment�ac�ois in Tables 4C-2.4G3.a nd'or EC-0�i�appmpr�iate During the highest traffic volume hour during which the rail traffic uses the crossing,does the plotted point representing vehicles per hour on the major strect and the corresponding vehicles per hour on the minot-street approach that ctosses the ttacli fall above the applicable curve in Figure 4C-9 or 4C-10(whichever is applicable)far the existing combination of approach lanes over the track and the distance D,which is the clear storage distance? N�A Warrant 9 Satisfied? 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