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17 - Traffic Impact Study - Costco Expansion
FILENAME: H:\20\20533 - BOZEMAN COSTCO EXPANSION\REPORT\FINAL\20533_BOZEMAN_COSTCO_LETTERREPORT_FINAL_UPDATED07-07-2017.DOCX July 7, 2017 Project #: 20533 Peter Kahn AVP of Real Estate Development Costco Wholesale 999 Lake Drive Issaquah, WA 98207 RE: Transportation Impact Analysis for the Proposed Bozeman Costco Expansion (CW#16-0115) – Bozeman, Montana Dear Peter: This letter presents the results of the transportation impact analysis (TIA) for the proposed Bozeman Costco (CW#16-0115) expansion. The purpose of this analysis is twofold: 1) evaluate the impact of this warehouse expansion on operations of the adjacent transportation system, and 2) address the traffic operations and City of Bozeman requirements of the proposed northern driveway on Catamount Street (located approximately 240 feet to the west of E Valley Center Drive). Kittelson & Associates, Inc. (KAI) has prepared this TIA based on our discussions with the City of Bozeman engineering staff on the TIA scope of work and City requirements in August 2016 and at the informal review DRC meeting on October 12, 2016. This TIA fulfills the scope of work requirements for the City of Bozeman. This letter report is organized as follows: Proposed Development Plan Scope of TIA Existing Traffic Conditions Transportation Impact Analysis Access Evaluation Parking Conclusions and Recommendations EXECUTIVE SUMMARY Our study shows that the Bozeman Costco expansion can be constructed and maintain acceptable operations at all of the study intersections and driveways. The additional trips generated by the expansion are minimal (e.g. less than 60 trips during the weekday p.m. peak hour) and have a minimal impact on the traffic operations at the off-site study intersections. Additionally, a new Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 2 Kittelson & Associates, Inc. Boise, Idaho driveway is proposed with the expansion on Catamount Street that will enhance the on-site circulation and traffic operations at the Costco driveways on Catron Street. The proposed driveway on Catamount Street is anticipated to redistribute some of the site-generated trips away from the two driveways on Catron Drive. This redistribution of trips is projected to improve the traffic operations (less delay and lower volume-to-capacity ratio for southbound approach) at the Max Avenue/Catron Street intersection from background traffic conditions during the weekday p.m. and Saturday midday peak hours, respectively. As customers learn more about the new connection to Catamount Street, it is anticipated that usage at this driveway will increase over time and continue to reduce the number of southbound left-turns at the Catron Drive/Max Avenue (East Costco Driveway) intersection. Additionally, the eastern parking area is being enhanced to improve on-site circulation with the connection to Catamount Street and to add 150 parking spaces to the overall site plan. These on-site improvements and new driveway at Catamount Street will provide a better experience for customers and ease some of the congestion issues at the existing Max Avenue/Catron Street intersection. No other transportation mitigation is needed for this expansion. Our analysis methodology, pertinent findings, and recommendations are documented herein to support the above conclusions. PROPOSED DEVELOPMENT PLAN The existing Costco warehouse and gas are bounded by E Valley Center Drive to the east, Catron Street to the south, and Catamount Street to the north. Access to the existing site is provided via two driveways on Catron Street: East Costco Driveway on Catron Street: The east driveway is a full-movement, stop- controlled intersection that forms the northern leg of the Catron Street/Max Avenue intersection, just west of the Holiday Inn Express driveway. This driveway is located approximately 520 feet from the Catron Street/E Valley Center Drive intersection. West Costco Driveway on Catron Street: The west driveway is located approximately 720 feet west of the Catron St/Max Ave intersection. Costco Wholesale is proposing a 24,000 square-foot (SF) addition to the existing Bozeman Costco warehouse located at 2505 Catron Street. The addition will also include adding 180 parking stalls and improvements to the on-site circulation by adding a new driveway to Catamount Street located approximately 240 feet west of E Valley Center Drive. Development of the expansion is scheduled to be completed in 2018. The site vicinity is zoned as B-2 Community Business District (Reference 1). Figure 1 illustrates the study area. Figure 2 illustrates the proposed site plan. 90 191 86 Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e N C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 0 : 5 1 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 1 _ s i t e v i c i n i t y Study Area Bozeman, Montana 1 Proposed Bozeman Costco Expansion July 2017 Figure N SITE Gallatin County - Study Intersections## C:\20533\20533_BozemanCostcoFigs.dwg Jul 10, 2017 - 10:59am - jmarkosian Layout Tab: fig02_site_plan P r o p o s e d S i t e P l a n B o z e m a n , M o n t a n a 2 Proposed Bozeman Costco Expansion J u l y 2 0 1 7 F i g u r e C a t a m o u n t S t E V a l l e y C e n t e r D r C a t r o n S t N 27th Ave E a s t C o s t c o D r i v e w a y West Costco Driveway P r o p o s e d N o r t h C o s t c o D r i v e w a y 7 2 0 f t 4 5 0 f t 2 4 0 f t N Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 5 Kittelson & Associates, Inc. Boise, Idaho SCOPE OF TIA The purpose of this study is to evaluate the potential transportation impacts of the proposed warehouse expansion at the study intersections and surrounding transportation network as well as fulfill the City of Bozeman’s requirements for the proposed access deviation request. The following key items are included as a part of this study: Existing traffic conditions analysis during the weekday p.m. and Saturday midday peak hours at the following study intersections: 1. 27th Avenue/Catamount Street 2. Comfort Inn West Driveway/Catamount Street 3. Comfort Inn East Driveway/Catamount Street 4. E Valley Center Drive/Catamount Street 5. E Valley Center Drive/Catron Street 6. Max Avenue/Catron Street (East Costco Driveway) 7. West Costco Driveway/Catron Street 8. 27th Street/Catron Street Year 2018 background traffic conditions analysis (weekday p.m. and Saturday midday peak hours) at the study intersections that includes background traffic volumes from approved developments (e.g. Cattail Creek, Gallatin Center) in the area. Trip generation and trip distribution estimates for the proposed Costco expansion with the new driveway on Catamount Street (North Costco Driveway). Year 2018 total traffic conditions analysis (weekday p.m. and Saturday midday peak hours) at the study intersections with the proposed Costco expansion in place. 95th percentile queueing, sight distance, and spacing analysis at the two existing driveways and one proposed driveway with the proposed Costco expansion. Summary of the parking supply, demand, and utilization of the existing Bozeman Costco warehouse and the proposed Costco expansion. TRAFFIC ANALYSIS METHODOLOGY AND PERFORMANCE MEASURES The intersection operational analysis for signalized and stop-controlled intersections was performed using Synchro 9 and the Highway Capacity Manual 2010 (Reference 2) analysis procedures. All intersection analysis uses the peak 15-minute flow rate. The guidance in the Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition was used for signal warrant analyses (Reference 3). The City of Bozeman Code requires a minimum acceptable level of service (LOS) of C for all intersection improvements (Reference 4). However, the current LOS standard for intersections is being reviewed by the City with their Transportation Master Plan Update and may result in a change in LOS standard or the use of other performance measures by the City. The Transportation Plan is currently in draft form (Reference 5). Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 6 Kittelson & Associates, Inc. Boise, Idaho EXISTING TRAFFIC CONDITIONS The existing traffic conditions identify the current conditions of the site, transportation facilities, and operations in the study area. Table 1 summarizes the existing transportation facilities based on the field visit (2016) and the ongoing Bozeman Transportation Master Plan (TMP). Table 1 Existing Transportation Facilities Roadway Functional Classification1 Number of Lanes Posted Speed (MPH) Sidewalks Bicycle Lanes On-Street Parking N 19th Avenue Principal Arterial 4-52 40 Partial No No E Valley Center Drive Principal Arterial 4-52 45 Partial No No Catron Street Local 2 40 Yes No No Catamount Street Minor Arterial 2 25 Partial Yes3 Yes N 27th Avenue Collector 2 25 Partial Yes No Max Avenue Local 2 25 Partial No No 1 City of Bozeman Transportation Master Plan; 2 Channelized left turns present at mid-block access points; 3Bike lanes extend to the west of N 27th Ave on Catamount St and will continue to the east with the completion of Catamount St. TRAFFIC CONDITIONS AND LEVEL OF SERVICE Turning movement counts were collected at all of the study intersections on a typical weekday (Tuesday through Thursday) and Saturday in August 2016 during the p.m. (4:00 to 6:00) peak period and midday (11:00 to 1:00) peak period, respectively. Figure 3 illustrates the existing lane configurations and traffic control devices at that study intersections. Figure 4 and Figure 5 include the existing operational analysis at the study intersections for the weekday p.m. peak hour and Saturday midday peak hour, respectively. All of the study intersections are currently operating at an acceptable LOS of C or better, except for the intersection of Max Avenue/Catron Street (East Costco Driveway) and Valley Center Drive/Catron Street. Max Avenue/Catron Street (East Costco Driveway): The critical movement is the southbound left-turn lane, which currently operates at a LOS F and a volume-to-capacity ratio of 0.90 (PM) and 0.92 (Saturday). It was observed that the southbound vehicles form queues that spill back approximately 190 to 220 feet during the two peak hours, sometimes blocking the internal circulation road for Costco. Within minutes, vehicles find gaps and the queue clears at the intersection. E Valley Center Drive/Catron Street: The critical movement is the eastbound left-turn lane, which currently operates at a LOS F and a volume-to-capacity ratio of 0.50 (PM) and 0.40 (Saturday). This intersection does not meet traffic signal warrants, vehicle queues are not extensive, and the left turn movement is able to find gaps in the traffic stream due to the metering effect from the traffic signal at 19th Avenue/E Valley Center Drive intersection. No mitigation is proposed for either intersection under existing conditions. Traffic count worksheets are included in Attachment A. Synchro worksheets for existing, background, and total traffic conditions can be found in Attachment B. Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 0 3 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 3 _ l a n e s Year 2016 Existing Lane Configurations and Traffic Control Devices Bozeman, Montana 3 Proposed Bozeman Costco Expansion July 2017 Figure N - Stop Sign - Study Intersections## N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/ Catron St Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 0 5 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 4 _ e x i s t i n g _ p m _ o p s Year 2016 Existing Traffic Conditions Weekday PM Peak Hour Bozeman, Montana 4 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 0 8 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 5 _ e x i s t i n g _ s a t _ o p s Year 2016 Existing Traffic Conditions Saturday Midday Peak Hour Bozeman, Montana 5 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St Catron St Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 10 Kittelson & Associates, Inc. Boise, Idaho TRANSPORTATION IMPACT ANALYSIS The TIA identifies how the study area’s transportation system will operate with the build-out of the proposed Costco expansion in year 2018. YEAR 2018 BACKGROUND TRAFFIC CONDITIONS The year 2018 background traffic analysis identifies how the study area’s transportation system will operate in the build-out year without the proposed Costco expansion. The year 2018 background conditions were developed using background growth traffic from approved developments and approved intersection/roadway projects that would be constructed by the year 2018 within the study area. In discussions with the City and our review of the study area, we identified the following four in-process developments to include in the year 2018 background traffic conditions. Cattail Creek Subdivision Phase 1 – This phase consists of approximately 430 apartments and several office buildings. This portion of the Cattail Creek Subdivision is located to the southwest of the existing Costco warehouse and is bordered by N 27th Avenue to the west Catron Street to the north. From a field review on September 2016, this phase is approximately 60% build-out. Therefore, trip generation was estimated for this phase and 40% of the trips were included as background traffic volumes Cattail Creek Subdivision Phase 2 – This phase consists of 248 apartments, 16 duplexes, and 42 single-family housing units. This portion of the Cattail Creek Subdivision is located to the southwest of the existing Costco warehouse and is bordered by N 27th Avenue to the east and Catron Street to the north. From a field review in September 2016, this phase is approximately 70% build-out. Therefore, trip generation was estimated for this phase and 30% of the trips were included as background traffic volumes. Cattail Creek Subdivision Phase 3 – This phase consists of approximately 40 single-family housing units, 159 apartments, and several office buildings. The portion of the subdivision is located directly to the west of the existing Costco warehouse. The site is bordered by Davis Lane to the west, Catamount Street to the north, Catron Street to the south, and the western border of the Costco site. From a field review in September 2016, this phase is approximately 55% build-out. Therefore, trip generation was estimated for this phase and 45% of the trips were included as background traffic volumes. Due to the various roadways that provide access to the Cattail Creek Subdivision, it was assumed that approximately 30% of the total trips generated from the three phase development would use the study area roadways. These trips were added as background traffic volumes. The Gallatin Center (retail center) - The Gallatin Center includes Staples, Target, and several other retail shops that have been completely built out and is located in the southwest quadrant of the Catron Street/Max Avenue intersection. This retail center has approximately 170,000 square feet of retail space remaining to be built on the site. Based Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 11 Kittelson & Associates, Inc. Boise, Idaho on the location of this vacant retail land and proximity to other major streets, such as 19th Avenue, it was assumed that approximately 20% of the remaining retail trips should be included as background traffic on Catamount Street. There is one pending application for a new subdivision (e.g. retail and fast food, Taco Bell) directly to the north of the existing Costco warehouse off Catamount Street. In discussions with the City, this subdivision has not been approved, so site-generated trips from this proposed (not approved) development were not included in this study. Table 2 below summarizes the in-process trip generation estimate used in developing the year 2018 background traffic volumes. Table 2 In-Process Trip Generation Estimates Development Weekday PM Peak Hour Saturday Midday Peak Hour Total In Out Total In Out Cattail Creek Phase I 68 22 46 40 20 20 Cattail Creek Phase II 35 23 12 33 17 16 Cattail Creek Phase III 52 21 31 28 14 14 Gallatin Center 98 46 52 127 67 60 Total Trips Added for Background Traffic Volumes 253 112 141 228 118 110 Figure 6 identifies the four in-process developments and respective traffic volumes during the weekday p.m. and Saturday midday peak hour added to the existing traffic volumes to obtain the year 2018 background traffic volumes. Given the significant increase in traffic volumes associated with the in-process development traffic shown in Table 2, no growth rate was used to develop the year 2018 background traffic volumes. Additionally, no programmed transportation improvements are planned within the study area. Traffic Conditions and Level of Service The year 2018 background traffic volumes and traffic operations are displayed in Figure 7 and Figure 8 for weekday p.m. peak hour and Saturday midday peak hour, respectively. All of the study intersections are projected to operate at an acceptable LOS of C or better, except for the intersections of Max Avenue/Catron Street (East Costco Driveway) and Valley Center Drive/Catron Street. This operational deficiency is consistent with the current traffic conditions. The proposed Costco expansion is proposing an additional site access on the north side of the property. This new connection is expected to enhance the LOS at all of the driveways and reduce the delay with making a southbound left turn onto Catron Street from the east Costco driveway. With this new connection, vehicles will be able to leave the Costco site from the north by making a right turn onto Catamount Street and a right turn onto southbound Valley Center Drive to head to N 19th Avenue and Interstate 90. Given this improvement with the Costco expansion, no mitigation is proposed for the year 2018 background traffic conditions. C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 0 9 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 6 _ i n - p r o c e s s _ p m ( s a t ) In-Process Developments Traffic Volumes Weekday PM & Saturday Midday Peak Hour Bozeman, Montana 6 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St Catron St M a x A v e N 2 7 t h A v e V a l l e y C e n t e r D r Catron St Catamount St Gallatin Center Cattail Creek PHASE 1 Cattail Creek PHASE 2 Cattail Creek PHASE 3 - Study Intersections## XX(YY) - PM(SAT) Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 1 0 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 7 _ b a c k g r o u n d _ o p s _ p m Year 2018 Background Traffic Conditions Weekday PM Peak Hour Bozeman, Montana 7 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St LEGEND Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 1 1 a m - j m a r k o s i a n L a y o u t T a b : f i g 0 8 _ b a c k g r o u n d _ o p s _ s a t Year 2018 Background Traffic Conditions Saturday Midday Peak Hour Bozeman, Montana 8 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St LEGEND Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 15 Kittelson & Associates, Inc. Boise, Idaho YEAR 2018 TOTAL TRAFFIC CONDITIONS The total traffic conditions for the year 2018 analysis identifies how the study area’s transportation system will operate with the proposed warehouse expansion. Trip Generation and Trip Distribution Existing traffic counts were collected at the two Costco driveways during the weekday p.m. peak hour and Saturday midday peak hours. These counts were used to estimate the existing trip generation for the Costco site. The proposed expansion will add 24,000 square-feet of warehouse space to the existing building. As can be seen from similar size expansions, trip generation for shopping uses ceases to be directly correlated to square-footage after a certain level of development (i.e., trips no longer increase linearly with building size). Using trip generation data collected at previous Costco expansions similar to this one, there is an average increase of trips ranging from 1.8 percent to 6.5 percent after the expansion (Reference 6). For this study and to be conservative, it was assumed that the Costco generated trips would increase by 6.5 percent, which is shown in Table 3 along with the existing site- generated trips. Table 3 Existing Costco & Expansion Site Generated Trips, Weekday PM and Saturday Midday Peak Hour Land Use Weekday PM Peak Hour Saturday Midday Peak Hour Total In Out Total In Out Existing Costco 852 407 445 959 483 476 New Site Generated Trips Due to Expansion (6.5%) 55 26 29 62 32 30 Total Site Generated Trips After Expansion 907 433 474 1,021 515 506 As shown in Table 3, the proposed expansion is estimated to generate 55 new trips and 62 new trips during the weekday p.m. and Saturday midday peak hours, respectively. Figure 9 shows the estimated trip distribution pattern for Costco. Figure 10 illustrates the existing Costco trips during the weekday p.m. peak hour and Saturday midday peak hour rerouted with the proposed new driveway on Catamount Street. The negative values shown in Figure 10 correspond to the existing site generated trips that have been rerouted to the new driveway on Catamount Street. Figure 11 illustrates the site generated trips for the weekday p.m. and Saturday midday peak hours with the assumed 6.5 percent increase in trips after the expansion. Traffic Conditions and Level of Service Figures 12 and 13 illustrate the year 2018 total traffic conditions at the study intersections during the weekday p.m. and Saturday midday peak hours. Average Sales By Zip Code (2013-2015) 2%<1% <1% 1%<1% <1% 2%4% 1% 7% <1% <1% <1% 1%<1% 24%<1%4% 3% <1% <1% 1% 7% 1% 1% <1% 13% 24% Proposed Bozeman Costco Expansion July 2017 Figure9Estimated Trip Distribution Pattern for CostcoBozeman, Montana C :\2 0 5 3 3 \Z i p _C o d e _D a t a .m x d - j m a r k o s i a n - 1 1 :5 1 A M 7 /1 0 /2 0 1 7 Coordinate System: NAD 1983 2011 StatePlane Montana FIPS 2500 Ft Intl Data Source: Costco Wholesale, City of Bozeman 4% 10% 15%40% 20% 5% Proposed Trip Distribution Existing Costco ¯ 2% 4% Existing Costco^_ Catron St Catamount St N 2 7 t h A v e 4% Sales From Outlying Zip CodesShown as <1% on Map §¨¦90 §¨¦15 §¨¦90 Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 1 2 a m - j m a r k o s i a n L a y o u t T a b : f i g 1 0 _ r e r o u t e d t r i p s Existing Costco Trips Rerouted with New Driveway on Catamount Street Bozeman, Montana 10 Proposed Bozeman Costco Expansion July 2017 Figure N New Driveway N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St N Costco Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St Catron St XX(YY) = PM(SAT) Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 1 3 a m - j m a r k o s i a n L a y o u t T a b : f i g 1 1 _ n e w s i t e g e n t r i p s New Site Generated Trips for Weekday PM and Saturday Midday Hours Bozeman, Montana 11 Proposed Bozeman Costco Expansion July 2017 Figure N New Driveway N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St E Comfort Suites Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St LEGEND XX(YY) = PM(SAT) Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 1 4 a m - j m a r k o s i a n L a y o u t T a b : f i g 1 2 _ t o t a l _ 6 . 5 _ p m Year 2018 Total Traffic Conditions Weekday PM Peak Hour Bozeman, Montana 12 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St N Costco Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St LEGEND New Driveway Catamount St N 2 7 t h A v e V a l l e y C e n t e r D r Catron St M a x A v e C: \ 2 0 5 3 3 \ 2 0 5 3 3 _ B o z e m a n C o s t c o F i g s . d w g J u l 1 0 , 2 0 1 7 - 1 1 : 1 5 a m - j m a r k o s i a n L a y o u t T a b : f i g 1 3 _ t o t a l _ 6 . 5 _ s a t Year 2018 Total Traffic Conditions Saturday Midday Peak Hour Bozeman, Montana 13 Proposed Bozeman Costco Expansion July 2017 Figure N N 27th Ave/Catamount St W Comfort Suites Dwy/ Catamount St N Costco Dwy/ Catamount St Valley Center Dr/ Catamount St Valley Center Dr/ Catron St Max Ave/Catron St (E Costco Dwy) W Costco Dwy/ Catron St N 27th Ave/Catron St LEGEND New Driveway Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 21 Kittelson & Associates, Inc. Boise, Idaho With Costco trips being rerouted to the new driveway, all of the study intersections operate at an acceptable LOS of C or better, except the Max Avenue/Catron Street and E Valley Center Drive/Catron Street intersections. Although traffic patterns will be redistributed to the north Costco driveway, there is a significant amount of in-process traffic volumes (20%) that are anticipated to still be on Catron Street, which results in these two intersections continuing to operate at a LOS F during the weekday p.m. and Saturday midday peak hours, similar to the existing and year 2017 background traffic conditions. However, intersection v/c’s and 95th percentile queue lengths are anticipated to be lower at both intersections. Max Avenue/Catron Street (East Costco Driveway): The critical movement is the southbound left-turn lane, which is projected to operate at a LOS F and a volume-to- capacity ratio of 1.14 (PM) and 0.89 (Saturday). Given new connection to Catamount Street with the north Costco driveway, it is anticipated that traffic patterns from Costco will adjust significantly and that operations will improve during the peak hours at this intersection. Signal warrants are not met at this intersection. Attachment C includes the signal warrant analysis worksheets. E Valley Center Drive/Catron Street: The critical movement is the eastbound left-turn lane, which is projected to operate at a LOS F and a volume-to-capacity ratio of 0.69 (PM) and 0.39 (Saturday). As identified earlier, this intersection does not meet traffic signal warrants. The eastbound left turn movement should be able to continue to find gaps in the traffic stream due to the metering effect from the traffic signal at 19th Avenue/E Valley Center Drive intersection. Signal warrants are not met at this intersection, assuming that right-turn volumes are excluded from the analysis. Attachment C includes the signal warrant analysis worksheets. The addition of the north Costco driveway on Catamount Street will take pressure off the existing driveways on Catron Street and the intersection of E Valley Center Drive/Catron Street. As customers learn about and become more familiar with the new driveway, the traffic operations will continue to improve at the existing intersections and driveways on Catron Street. The year 2018 total traffic conditions illustrate that the new proposed driveway on Catamount Street will improve intersection LOS and v/c’s in the study area. Therefore, no mitigation is proposed with the Costco expansion. 95TH PERCENTILE QUEUING ANALYSIS A 95th percentile queuing analysis was performed at the study intersections. Table 4 summarizes the 95th percentile queue lengths at the study intersections during the weekday p.m. and Saturday midday peak hours for existing, background and total traffic conditions. Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 22 Kittelson & Associates, Inc. Boise, Idaho Table 4 95th Percentile Queuing Analysis, Weekday PM and Saturday Midday Peak Hours Intersection Movement Existing Traffic (feet) Year 2018 Background Traffic (feet) Year 2018 Total Traffic (feet) Available Storage Length (ft) Adequate Storage under Year 2018 Total Traffic? PM SAT PM SAT PM SAT 27th Ave/ Catamount St EB LR 25 25 25 25 25 25 >500 Yes WB LR1 - - - - 25 25 >500 Yes W Comfort Inn Dwy/ Catamount St SB LR 25 25 25 25 25 25 25 Yes E Comfort Inn Dwy/Catamount St (North Costco Driveway) NB LTR2 - - - - 50 50 100 Yes SB LTR 25 25 25 25 25 25 150 Yes E Valley Center Dr/ Catamount St EB LTR 25 25 25 25 25 25 225 Yes WB LTR 25 25 25 25 25 25 50 Yes E Valley Center Dr/ Catron St EB L 75 50 125 100 100 50 200 Yes EB R 75 75 150 125 100 100 300 Yes Max Ave/ Catron St (East Costco Dwy) NB LTR 50 75 100 150 100 125 >1000 Yes SB LTR 200 200 425 425 175 175 250 Yes West Costco Dwy/ Catron St NB LTR 25 25 25 25 25 25 175 Yes SB LTR 50 75 50 75 50 50 175 Yes 27th Ave/ Catron St EB LTR 25 25 50 50 50 25 >500 Yes WB LTR 50 50 75 75 50 50 >500 Yes 1WB movement constructed, but not operating as a functioning movement currently 2NB movement from proposed site plan, not currently in place L = Left turn, R = Right turn, LTR = Shared Left-Through-Right lane, LR = Shared Left-Right lane As shown in Table 4, all of the 95th percentile vehicle queues can be accommodated within the existing storage length under year 2018 total traffic conditions. The new North Costco driveway on Catamount Street is anticipated to reduce the 95th percentile queues at the West and East Costco driveways within the available storage lengths. ACCESS EVALUATION Access to the existing Costco warehouse is provided via two driveways on Catron Street: The eastern driveway is located approximately 460 feet to the west of E Valley Center Drive/Catron Street intersection. This driveway currently serves at the main access to the warehouse and parking areas, as well as aligns with Max Avenue to the south. The western driveway is located approximately 710 feet to the west of the eastern Costco driveway and approximately 475 feet to the east of the 27th Avenue/Catron Street intersection. This driveway currently serves as the main access for Costco Gas and circulation for delivery trucks from the loading area. With the proposed expansion, a third driveway is planned to be located on Catamount Street at the north end of the site. The proposed north Costco driveway will be located Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 23 Kittelson & Associates, Inc. Boise, Idaho approximately 245 feet to the west of the Valley Center Drive/Catamount Street intersection and align with the existing Comfort Inn and Suites driveway. Figure 2 shows the location of the driveways and spacing between intersections. Spacing Requirements Per the City of Bozeman’s Code of Ordinances (Reference 7), developments approved after July 10, 2002 with full accesses located on collector streets are required to provide 330 feet, measured between the right-of-way line for public access and the nearest edges of the private access (Costco driveway). The existing driveways meet all of the City requirements for access spacing. However, the proposed driveway on Catamount Drive is located approximately 240 feet from Valley Center Drive. Per discussions with the City, a variance is not required since the proposed driveway aligns with the existing Comfort Inn and Suites driveway. Additionally, the following items have been highlighted for supporting the proposed driveway: Operates at LOS C or better with a low volume-to-capacity ratio (0.08 and 0.09) during the weekday p.m. and Saturday midday peak hours, Improves traffic operations at the two existing driveways, as 35 percent of the Costco trips are anticipated to use this new driveway, Improves on-site circulation and access to parking areas, Maintains adequate intersection sight distance to the west and east on Catamount Street based on our field visit, Provides an additional emergency access to the site, and Aligns with the existing Comfort Inn and Suites driveway eliminating conflicts and the potential for an offset driveway. Based on the above items, the proposed driveway meets the City’s requirements for LOS and intersection sight distance, and will provide benefits to the overall site circulation for customers traveling to and from Costco. Therefore, the City should approve the location and use of this driveway on Catamount Street. PARKING Existing parking conditions at the Bozeman Costco site were inventoried and observed during the Friday p.m. peak and Saturday midday peak demand periods to identify the existing parking supply and demand. This evaluation included a review of the existing parking inventories, peak hour occupancy, and the layout of the parking facilities. The focus of the parking analysis was to inventory parking on the site, including the number of spaces available, and to obtain peak period parking occupancy counts to determine the current utilization of parking supply. Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 24 Kittelson & Associates, Inc. Boise, Idaho Data Collection A parking utilization study was performed on a typical Friday and Saturday in September 2016. The study was performed throughout the day from 10:00 a.m. to 8:00 p.m. on Friday and from 10:00 a.m. to 6:00 p.m. on Saturday under sunny, weather conditions in the Bozeman Costco parking lots. To collect the parking data, the existing Bozeman Costco site was divided into three zones, shown in Exhibit 1, for ease of data collection, documentation, and refined analysis. Parking data collection worksheets can be found in Attachment D. Exhibit 1 Bozeman Costco Parking Areas Parking Supply Exhibit 1 shows the existing Bozeman Costco parking area and the three zones it was broken into, as well as the number of available spaces within each zone. Zone 1 contains the parking spaces in the Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 25 Kittelson & Associates, Inc. Boise, Idaho southern end of site, Zone 2 contains the parking spaces in the eastern end of the site, and Zone 3 contains the north and west parking areas and spaces of the site. Zone 3 also serves the loading zone and large trucks making deliveries to Costco. Parking spaces were identified as either regular parking spaces or Americans with Disabilities Act (ADA) compliant parking spaces. Prime parking is located in either Zone 1 or Zone 2 nearest the main entrance to the warehouse. The existing site has a total of 554 parking spaces. Parking Utilization The parking utilization is the percentage of total parking spaces in a lot that were occupied during the data collection period. In general, a peak utilization of 85 percent is considered a target capacity for public parking because the parking will begin to appear full to the visitors as they look for a parking space. Conversely, parking utilization under 50 percent indicates a significant under-utilization of the parking area. The utilization percentages were segregated into the same three zones, as described above and shown in Exhibit 2. Table 5 summarizes the parking utilization during the peak 30 minutes of utilization (1:00 p.m. to 1:30 p.m. on Friday and. 12:30 p.m. to 1:00 p.m. on Saturday). Table 5 Existing (2016) Parking Space Utilization (Peak Half Hour) Parking Lot Supply Friday Demand Saturday Demand Average Parking Utilization Average Available Spaces to 85% Capacity Average Available Spaces to 100% Capacity Regular ADA Other Regular ADA Regular ADA Zone 1 236 10 -- 175 6 181 3 74.2 % 27 64 Zone 2 239 8 21 185 7 179 7 76 % 23 60 Zone 3 55 0 42 28 12 24 12 46 % 23 32 Lot Total 530 18 6 388 13 384 10 71.7 % 73 156 1 Employee of the Month reserved spaces 2 Loading dock truck spaces Based on the data collected during the Friday and Saturday peak hours and the observations made during the August 2016 site visit, the existing Costco parking lot has an overall parking utilization of 72% within Zones 1 and 2. Although the parking area is operating under the 85% utilization, the site circulation is difficult to travel between zones, so often customers have difficulty finding a parking space on site. Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 26 Kittelson & Associates, Inc. Boise, Idaho Exhibit 2 Parking Lot Utilization Parking Summary Costco is a unique commercial business in terms of the nature of Costco sales, its membership requirements, and the wholesale and bulk nature of product packaging. Costco Wholesale is committed to providing sufficient parking on site to meet the development’s needs for several key reasons: To maintain successful business operations; To provide a high level of customer service for their members; To maintain safe and efficient on-site operations and circulation; To be a good neighbor and not negatively impact operations of adjacent businesses and on-street parking in residential areas; and Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 27 Kittelson & Associates, Inc. Boise, Idaho To ensure that congestion, circulation, or parking constraints on their site do not negatively impact operations or safety on the surrounding transportation system. For these reasons, the Costco development team has developed the proposed site plan with a recommended vehicle parking supply that will meet the expected needs for this site. While the proposed vehicle parking supply exceeds the City’s parking requirements of 3.3 parking stalls per 1,000 square-feet, it is in the City’s and Costco’s best interest to deviate from those guidelines, in this case so that safety and efficiency can maintained both on and off site. As can be seen from the proposed development site plan, a total of 150 new parking stalls are being added, which results in a total parking of 712 parking stalls. This equates to a 4.75 stalls per 1,000 square- feet of building area. The parking supply for the proposed Costco expansion and new driveway on Catamount Street improve on-site circulation and support Costco’s long standing experience with operational needs for their sites. For comparison purposes, the Billings, Bozeman (existing), Helena, Kalispell, and Missoula Costco sites all have parking stall per 1,000 square feet ratios ranging from 4.16 to 4.93. Therefore, the proposed increase in parking stalls on-site with the Costco expansion is reasonable and consistent with their on-site operations elsewhere in Montana. CONCLUSIONS AND RECOMMENDATIONS The results of the transportation impact analysis indicates that the proposed Bozeman Costco expansion can be constructed while providing and maintaining acceptable operations to the surrounding transportation system. The findings of this analysis and our recommendations are discussed below. CONCLUSIONS All of the study intersections currently operate at acceptable levels of service during the weekday p.m. and Saturday midday peak hours except the following: o Max Avenue/Catron Street (East Costco Driveway): The critical movement is the southbound left turn which experiences LOS F and a volume-to-capacity ratio of 0.90 (PM) and 0.92 (Saturday). It was observed that the southbound vehicles form queues that spill back approximately 190 to 220 feet during the two peak hours, sometimes blocking the internal circulation road for Costco. Within minutes, vehicles find gaps and the queue clears at the intersection. This intersection does not meet traffic signal warrants. No mitigation is needed at this intersection. o E Valley Center Drive/Catron Street: The critical movement is the eastbound left- turn lane, which currently operates at a LOS F and a volume-to-capacity ratio of 0.50 (PM) and 0.40 (Saturday). This intersection does not meet traffic signal warrants, vehicle queues are not extensive, and the left turn movement is able to find gaps in the traffic stream due to the metering effect from the traffic signal at Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 28 Kittelson & Associates, Inc. Boise, Idaho 19th Avenue/E Valley Center Drive intersection. No mitigation is needed at this intersection. The addition of year 2018 background traffic keeps intersection operations at acceptable levels of service except for the intersections noted above, which carry the same operational deficiency as the existing conditions. The in-process traffic volumes result in a 20-30% increase in traffic volumes at several of the study intersections. The proposed expansion is assumed to generate a 6.5 percent increase in trips, equivalent to approximately 55 trips (26 in/29 out) during the weekday p.m. peak hour and 62 trips (31 in/31 out) during the Saturday midday peak hour. All of the study intersections are projected to operate at acceptable levels of service in the year 2018 total traffic conditions during the weekday p.m. and Saturday midday peak hours except the following intersections, which carry the same operational deficiency as the existing and background conditions: o Max Avenue/Catron Street (East Costco Driveway): The critical movement is projected to be the southbound left turn with LOS F and volume-to-capacity (v/c) ratio of 1.14 and 0.89 during the weekday p.m. and Saturday midday peak hours, respectively. This intersection does not meet signal warrants. No mitigation is needed at this intersection with the proposed driveway on Catamount Street. o Valley Center Drive/Catron Street: The critical movement is projected to be the eastbound left with LOS F and v/c of 0.69 and 0.39 during the weekday p.m. and Saturday midday peak hours, respectively. This intersection does not meet signal warrants. No mitigation is needed at this intersection. All of the 95th percentile vehicle queues can be accommodated within the existing storage length under year 2018 total traffic conditions. The new North Costco driveway on Catamount Street is anticipated to reduce the 95th percentile queues at the West and East Costco driveways within the available storage lengths. While the proposed new Costco driveway on Catamount Street does not meet the spacing requirements of the City, the traffic impact analysis shows that it can be installed at the proposed location and meet several City requirements and provide benefits to the site operations, including: o Operates at LOS C or better with a low volume-to-capacity ratio (0.08 and 0.09) during the weekday p.m. and Saturday midday peak hours, o Improves traffic operations at the two existing driveways, as 35 percent of the Costco trips are anticipated to use this new driveway, o Improves on-site circulation and access to parking areas, o Maintains adequate intersection sight distance to the west and east on Catamount Street based on our field visit, Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 29 Kittelson & Associates, Inc. Boise, Idaho o Provides an additional emergency access to the site, and o Aligns with the existing Comfort Inn and Suites driveway eliminating conflicts and the potential for an offset driveway. o No variance is required for this new driveway since it aligns with the existing driveway on Catamount Street. A total of 150 new parking stalls are being added with the expansion, which results in a total parking of 712 parking stalls. This equates to a 4.75 stalls per 1,000 square-feet of building area. The proposed vehicle parking supply exceeds the City’s parking requirements of 3.3 parking stalls per 1,000 square-feet. For comparison purposes, the Billings, Bozeman (existing), Helena, Kalispell, and Missoula Costco sites all have parking stall per 1,000 square feet ratios ranging from 4.16 to 4.93. It is in the City’s and Costco’s best interest to deviate from the City’s parking guidelines, in this case so that safety and efficiency can be maintained both on and off site. The parking supply for the proposed Costco expansion and new driveway on Catamount Street improve on-site circulation and support Costco’s long standing experience with operational needs for their sites. The proposed increase in parking stalls on-site with the Costco expansion is reasonable and consistent with their on-site operations elsewhere in Montana. RECOMMENDATIONS The proposed north driveway on Catamount Street should be built to align with the existing east driveway of the Comfort Inn. A parking deviation should be submitted by Costco and approved by the City of Bozeman for the addition of 150 parking spaces. We trust that the information provided herein adequately addresses the transportation impact analysis, site driveway on Catamount Street, and parking for the Bozeman Costco expansion. Please let us know if you have any questions or need any additional information at 208.338.2683 and/or by email at adaleiden@kittelson.com. Sincerely, KITTELSON & ASSOCIATES, INC. Andy Daleiden, PE Jamie Markosian, E.I. Associate Engineer Transportation Analyst Proposed Bozeman Costco Expansion – Transportation Impact Analysis Project #: 20533 July 7, 2017 Page: 30 Kittelson & Associates, Inc. Boise, Idaho REFERENCES 1. City of Bozeman, Montana. http://www.bozeman.net/Departments-(1)/Public- Works/GIS/Completed-Maps. Accessed September 7, 2016. 2. Transportation Research Board. Highway Capacity Manual, 2010. 2010. 3. Federal Highway Administration. Manual on Uniform Traffic Control Devices. 2009 Edition. 4. City of Bozeman, Montana. https://www.municode.com/library/mt/bozeman/codes/code_of_ordinances?nodeId=PTIICO OR_CH38UNDECO_ART24TRFAAC_S38.24.060STIMST. Accessed September 29, 2016. 5. Robert Peccia & Associates, Alta Planning + Design. Bozeman TMP: Transportation Master Plan. May, 2016. 6. City of Bozeman, Montana. Approved Budget for Fiscal Year 2016. June 22, 2015. 7. City of Bozeman, Montana. https://www.municode.com/library/mt/bozeman/codes/code_of_ordinances?nodeId=PTIICO OR_CH38UNDECO_ART24TRFAAC_S38.24.060STIMST. Accessed September 29, 2016. ATTACHMENTS A – Traffic Count Worksheets B – Synchro Operational Worksheets C – Signal Warrant Worksheets D – Parking Data Worksheet Attachment A Traffic Count Worksheets Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:27th Ave -- Catamount St QC JOB #:13892101 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At 27th Ave (Northbound) 27th Ave (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 4 3 0 0 0 2 0 0 0 0 3 0 0 0 0 0 12 4:05 PM 1 2 0 0 0 3 0 0 0 0 3 0 0 0 0 0 9 4:10 PM 3 7 0 0 0 2 0 0 1 0 1 0 0 0 0 0 14 4:15 PM 5 7 0 0 0 2 0 0 3 0 2 0 0 0 0 0 19 4:20 PM 3 4 0 0 0 3 0 0 0 0 0 0 0 0 0 0 10 4:25 PM 5 5 0 0 0 2 0 0 1 0 1 0 0 0 0 0 14 4:30 PM 3 5 0 0 0 0 0 0 1 1 4 0 0 0 0 0 14 4:35 PM 2 8 0 0 0 3 0 0 3 0 1 0 0 0 0 0 17 4:40 PM 4 6 0 0 0 4 0 0 1 0 2 0 0 0 0 0 17 4:45 PM 4 6 0 0 0 4 1 0 1 0 4 0 0 0 0 0 20 4:50 PM 6 6 0 0 0 4 2 0 1 0 0 0 0 0 0 0 19 4:55 PM 3 4 0 0 0 3 1 0 3 0 1 0 0 0 0 0 15 180 5:00 PM 5 7 0 0 0 4 2 0 0 0 1 0 0 0 0 0 19 187 5:05 PM 2 7 0 0 0 5 1 0 0 0 8 0 0 0 0 0 23 201 5:10 PM 0 5 0 1 0 2 0 0 0 0 4 0 0 0 0 0 12 199 5:15 PM 5 5 0 0 0 6 1 0 0 0 6 0 0 0 0 0 23 203 5:20 PM 2 5 0 0 0 2 2 0 1 0 4 0 0 0 0 0 16 209 5:25 PM 1 4 0 0 0 6 0 0 0 0 0 0 0 0 0 0 11 206 5:30 PM 7 4 0 0 0 2 0 0 0 0 6 0 0 0 0 0 19 211 5:35 PM 5 2 0 0 0 0 0 0 1 0 4 0 0 0 0 0 12 206 5:40 PM 4 4 0 0 0 4 1 0 0 0 3 0 0 0 0 0 16 205 5:45 PM 5 8 0 0 0 0 0 0 0 0 3 0 0 0 0 0 16 201 5:50 PM 7 2 0 0 0 0 2 0 0 0 3 0 0 0 0 0 14 196 5:55 PM 4 5 0 0 0 1 3 0 0 0 3 0 0 0 0 0 16 197 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 28 68 0 4 0 52 8 0 0 0 72 0 0 0 0 0 232 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 5:05 PM -- 5:20 PM 42 67 0 04510 10 0 37 0 0 0 109 55 47 0 77 83 0 51 0.91 0.0 6.0 0.0 0.00.00.0 100.0 0.0 0.0 0.0 0.0 0.0 3.7 0.0 21.3 0.0 18.2 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:27th Ave -- Catron St QC JOB #:13892103 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At 27th Ave (Northbound) 27th Ave (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 2 3 3 0 4 2 0 0 0 12 2 0 7 10 4 0 49 4:05 PM 0 1 4 0 2 4 0 0 0 7 0 0 3 15 5 0 41 4:10 PM 1 5 4 0 3 1 0 0 0 11 1 0 4 11 6 0 47 4:15 PM 1 5 3 0 1 6 1 0 0 4 1 0 1 12 10 0 45 4:20 PM 3 5 1 0 3 1 0 0 0 7 1 0 1 9 5 0 36 4:25 PM 3 5 5 0 4 1 0 0 1 13 2 0 6 7 3 0 50 4:30 PM 2 4 2 0 2 3 0 0 0 3 2 0 4 7 3 0 32 4:35 PM 2 4 1 0 2 3 0 0 0 12 1 0 3 14 6 0 48 4:40 PM 1 3 6 0 3 4 1 0 0 7 1 0 0 7 7 0 40 4:45 PM 1 2 0 0 7 5 1 0 0 14 3 0 1 13 6 0 53 4:50 PM 6 7 5 0 2 3 0 0 0 5 1 0 0 9 6 0 44 4:55 PM 1 5 5 0 3 3 0 0 0 13 0 0 0 11 3 0 44 529 5:00 PM 0 6 3 0 2 4 0 0 0 16 2 0 3 17 6 0 59 539 5:05 PM 0 2 1 0 4 6 1 0 1 11 1 0 2 13 5 0 47 545 5:10 PM 3 3 1 0 7 0 1 0 0 9 2 0 8 13 3 0 50 548 5:15 PM 3 3 2 0 9 3 0 0 0 11 0 0 3 11 9 0 54 557 5:20 PM 2 3 3 0 3 4 1 0 0 10 0 0 4 13 6 0 49 570 5:25 PM 2 3 2 0 3 6 0 0 0 12 4 0 4 10 5 0 51 571 5:30 PM 2 6 1 0 5 5 1 0 0 11 3 0 4 8 7 0 53 592 5:35 PM 3 5 3 0 2 5 0 0 0 15 1 0 6 8 3 0 51 595 5:40 PM 0 2 5 0 2 5 0 0 0 7 1 0 2 11 5 0 40 595 5:45 PM 2 5 2 0 3 2 1 0 0 14 2 0 2 16 12 0 61 603 5:50 PM 3 3 3 0 1 2 1 0 0 7 5 0 3 14 7 0 49 608 5:55 PM 3 4 4 0 3 2 0 0 0 7 0 0 1 17 6 0 47 611 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 32 48 36 0 28 24 8 0 0 112 28 0 24 188 100 0 628 Heavy Trucks 0 0 4 0 0 0 0 0 0 0 4 0 8 Pedestrians 0 0 4 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:45 PM -- 6:00 PM 23 45 30 44446 1 130 21 42 151 74 98 94 152 267 120 107 204 180 0.97 4.3 0.0 6.7 0.02.30.0 0.0 3.1 0.0 2.4 1.3 2.7 3.1 1.1 2.6 1.9 1.7 1.9 2.9 1.7 1 3 3 0 0 1 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco West Dwy/Target Dwy -- Catron St QC JOB #:13892105 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Costco West Dwy/Target Dwy (Northbound) Costco West Dwy/Target Dwy (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 1 0 8 2 8 0 7 11 0 0 0 12 4 0 53 4:05 PM 0 0 0 0 9 0 6 0 3 9 0 0 0 17 14 0 58 4:10 PM 0 0 0 0 13 0 6 0 8 11 0 0 0 15 14 0 67 4:15 PM 0 0 0 0 9 3 7 0 1 6 1 0 0 13 7 0 47 4:20 PM 0 0 0 0 6 2 5 0 6 7 0 0 1 12 5 0 44 4:25 PM 0 1 0 0 7 0 10 0 6 16 0 0 0 5 4 0 49 4:30 PM 0 0 0 0 8 1 8 0 3 4 0 0 0 6 11 0 41 4:35 PM 0 0 0 0 11 0 13 0 8 7 0 0 0 11 5 0 55 4:40 PM 0 0 1 0 11 1 7 0 4 10 0 0 0 7 6 0 47 4:45 PM 1 0 0 0 4 0 6 0 5 15 1 0 0 11 5 0 48 4:50 PM 0 0 0 0 4 1 5 0 5 7 0 0 0 12 9 0 43 4:55 PM 0 0 0 0 6 1 6 0 8 12 0 0 0 6 7 0 46 598 5:00 PM 0 0 0 0 10 0 11 0 7 16 0 0 0 16 3 0 63 608 5:05 PM 0 0 0 0 6 0 9 0 8 7 0 0 0 10 9 0 49 599 5:10 PM 0 2 0 0 3 1 8 0 3 12 2 0 0 19 8 0 58 590 5:15 PM 0 0 0 0 10 1 8 0 11 8 0 0 0 16 12 0 66 609 5:20 PM 0 0 0 0 7 2 11 0 6 10 0 0 0 11 7 0 54 619 5:25 PM 0 0 0 0 7 0 8 0 7 13 0 0 0 9 3 0 47 617 5:30 PM 0 0 0 0 4 1 5 0 6 11 0 0 1 16 3 0 47 623 5:35 PM 0 0 0 0 7 0 5 0 8 10 0 0 0 14 6 0 50 618 5:40 PM 0 0 0 0 10 1 3 0 3 12 1 0 0 15 7 0 52 623 5:45 PM 0 2 0 0 8 0 6 0 8 12 0 0 0 20 6 0 62 637 5:50 PM 0 0 0 0 9 0 5 0 4 7 0 0 0 22 12 0 59 653 5:55 PM 0 0 0 0 9 2 9 0 3 10 0 0 0 13 8 0 54 661 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 8 0 0 80 16 108 0 80 120 8 0 0 184 108 0 712 Heavy Trucks 0 0 0 0 0 4 0 8 0 0 4 4 20 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 1 0 0 0 0 0 0 0 1 Railroad Stopped Buses Comments: Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:10 PM -- 5:25 PM 0 4 0 90888 74 128 3 1 181 84 4 186 205 266 162 12 218 269 0.93 0.0 0.0 0.0 2.20.03.4 1.4 2.3 0.0 0.0 1.1 1.2 0.0 2.7 2.0 1.1 1.2 0.0 2.3 1.9 0 0 1 1 0 0 0 010 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco East Dwy/Max Ave -- Catron St QC JOB #:13892107 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Costco East Dwy/Max Ave (Northbound) Costco East Dwy/Max Ave (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 3 15 0 14 7 3 0 0 13 2 0 5 11 6 0 79 4:05 PM 0 6 8 0 6 10 6 0 1 13 4 0 9 16 22 0 101 4:10 PM 3 4 9 0 12 12 1 0 1 13 7 0 2 14 16 0 94 4:15 PM 4 8 11 0 11 8 2 0 0 9 1 0 4 10 20 0 88 4:20 PM 2 6 10 0 14 3 1 0 0 10 3 0 9 7 16 0 81 4:25 PM 0 8 4 0 12 12 1 0 3 12 5 0 4 6 17 0 84 4:30 PM 1 3 9 0 9 2 1 0 0 9 2 0 3 13 27 0 79 4:35 PM 2 3 6 0 14 8 2 0 2 13 4 0 8 12 17 0 91 4:40 PM 2 6 9 0 13 6 1 0 1 13 4 0 5 6 11 0 77 4:45 PM 1 1 13 0 10 5 1 0 5 9 3 0 8 8 19 0 83 4:50 PM 2 3 7 0 16 9 0 0 3 7 2 0 3 10 12 0 74 4:55 PM 4 4 3 0 17 8 1 0 1 17 3 0 6 8 22 0 94 1025 5:00 PM 3 5 9 0 12 12 3 0 4 16 4 0 2 5 15 0 90 1036 5:05 PM 3 7 9 0 13 6 2 0 2 11 1 0 4 10 15 0 83 1018 5:10 PM 4 2 8 0 13 10 1 0 2 11 0 0 7 17 14 0 89 1013 5:15 PM 1 1 12 0 18 6 2 0 1 16 3 0 6 17 20 0 103 1028 5:20 PM 1 2 6 0 12 5 1 0 1 13 2 0 9 11 12 0 75 1022 5:25 PM 2 3 10 0 16 5 1 0 0 16 2 0 4 10 15 0 84 1022 5:30 PM 2 4 9 0 16 8 0 0 1 10 5 0 6 16 20 0 97 1040 5:35 PM 1 5 11 0 7 4 3 0 1 11 5 0 7 14 17 0 86 1035 5:40 PM 3 2 12 0 17 3 1 0 0 15 3 0 7 19 22 0 104 1062 5:45 PM 2 6 5 0 18 6 0 0 2 6 4 0 1 15 15 0 80 1059 5:50 PM 4 4 11 0 12 8 1 0 4 13 1 0 3 19 13 0 93 1078 5:55 PM 3 4 13 0 18 8 0 0 0 11 2 0 5 15 13 0 92 1076 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 24 44 128 0 160 60 16 0 8 144 52 0 80 196 236 0 1148 Heavy Trucks 0 0 0 4 0 0 0 0 0 0 4 8 16 Pedestrians 0 4 8 0 12 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:55 PM -- 5:55 PM Peak 15-Min: 5:30 PM -- 5:45 PM 30 45 105 1718116 19 155 33 62 161 200 180 268 207 423 264 176 431 207 0.94 0.0 0.0 0.0 1.80.00.0 0.0 3.2 6.1 1.6 2.5 2.5 0.0 1.1 3.4 2.4 1.9 1.7 1.9 1.9 0 2 2 0 0 1 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Valley Center Dr -- Catron St QC JOB #:13892109 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Valley Center Dr (Northbound) Valley Center Dr (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 21 19 0 0 0 15 2 0 4 0 38 0 0 0 0 0 99 4:05 PM 45 21 0 0 0 17 1 0 2 0 22 0 0 0 0 0 108 4:10 PM 27 19 0 0 0 14 3 0 4 0 27 0 0 0 0 0 94 4:15 PM 33 19 0 0 0 13 1 0 4 0 27 0 0 0 0 0 97 4:20 PM 26 29 0 0 0 15 8 0 7 0 30 0 0 0 0 0 115 4:25 PM 23 23 0 0 0 21 3 0 4 0 27 0 0 0 0 0 101 4:30 PM 37 19 0 0 0 22 7 0 4 0 20 0 0 0 0 0 109 4:35 PM 31 22 0 0 0 20 6 0 6 0 28 0 0 0 0 0 113 4:40 PM 21 14 0 0 0 15 3 0 3 0 34 0 0 0 0 0 90 4:45 PM 28 24 0 0 0 14 6 0 8 0 26 0 0 0 0 0 106 4:50 PM 25 24 0 0 0 14 5 0 2 0 27 0 0 0 0 0 97 4:55 PM 25 20 0 0 0 12 8 0 3 0 34 0 0 0 0 0 102 1231 5:00 PM 21 21 0 0 0 26 3 0 2 0 36 0 0 0 0 0 109 1241 5:05 PM 29 20 0 0 0 11 0 0 5 0 29 0 0 0 0 0 94 1227 5:10 PM 33 26 0 0 0 15 5 0 5 0 29 0 0 0 0 0 113 1246 5:15 PM 37 25 0 0 0 18 5 0 7 0 39 0 0 0 0 0 131 1280 5:20 PM 28 27 0 0 0 13 8 0 1 0 32 0 0 0 0 0 109 1274 5:25 PM 23 18 0 0 0 19 4 0 4 0 37 0 0 0 0 0 105 1278 5:30 PM 39 27 0 0 0 18 5 0 6 0 29 0 0 0 0 0 124 1293 5:35 PM 34 34 0 0 0 22 5 0 3 0 29 0 0 0 0 0 127 1307 5:40 PM 41 21 0 0 0 24 7 0 3 0 38 0 0 0 0 0 134 1351 5:45 PM 27 28 0 0 0 15 5 0 1 0 32 0 0 0 0 0 108 1353 5:50 PM 34 24 0 0 0 20 3 0 7 0 32 0 0 0 0 0 120 1376 5:55 PM 27 28 0 0 0 25 5 0 3 0 35 0 0 0 0 0 123 1397 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 456 328 0 0 0 256 68 0 48 0 384 0 0 0 0 0 1540 Heavy Trucks 8 20 0 0 8 0 0 0 4 0 0 0 40 Pedestrians 0 0 8 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:30 PM -- 5:45 PM 373 299 0 022655 47 0 397 0 0 0 672 281 444 0 346 623 0 428 0.91 1.9 4.7 0.0 0.03.51.8 0.0 0.0 1.5 0.0 0.0 0.0 3.1 3.2 1.4 0.0 4.0 2.2 0.0 1.9 0 1 2 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Valley Center Dr -- Catamount St QC JOB #:13892111 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Valley Center Dr (Northbound) Valley Center Dr (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 18 5 0 0 14 0 0 0 0 3 0 1 0 0 0 41 4:05 PM 1 16 4 0 0 18 0 0 0 0 0 0 0 0 0 0 39 4:10 PM 1 18 3 0 0 12 0 0 0 0 0 0 1 0 0 0 35 4:15 PM 0 12 4 1 0 15 0 0 0 0 0 0 0 0 0 0 32 4:20 PM 2 25 1 0 1 16 1 0 0 0 1 0 3 0 1 0 51 4:25 PM 2 21 3 1 0 17 0 0 0 0 3 0 0 0 0 0 47 4:30 PM 0 15 3 2 0 19 1 0 0 0 1 0 4 0 1 0 46 4:35 PM 1 22 2 1 0 20 0 0 0 0 2 0 2 0 0 0 50 4:40 PM 1 11 1 1 1 15 0 0 1 0 1 0 0 0 0 0 32 4:45 PM 0 29 3 0 0 21 0 0 0 0 0 0 0 0 0 0 53 4:50 PM 1 21 4 5 0 15 0 0 0 0 0 0 1 0 0 0 47 4:55 PM 1 18 3 1 0 16 0 0 0 0 2 0 1 0 0 0 42 515 5:00 PM 0 19 1 1 1 20 1 0 0 0 0 0 1 0 1 0 45 519 5:05 PM 0 21 2 2 2 10 0 0 0 0 0 0 0 0 0 0 37 517 5:10 PM 0 28 2 0 0 16 0 0 0 0 0 0 4 0 0 0 50 532 5:15 PM 2 24 4 1 1 18 1 0 0 0 1 0 2 0 3 0 57 557 5:20 PM 2 21 4 0 0 19 1 0 0 0 1 0 0 0 0 0 48 554 5:25 PM 2 14 4 2 1 20 0 0 0 0 0 0 3 0 1 0 47 554 5:30 PM 4 19 6 2 4 15 0 0 0 1 1 0 3 0 0 0 55 563 5:35 PM 0 26 4 1 3 20 0 0 1 0 0 0 0 0 1 0 56 569 5:40 PM 3 21 0 3 3 23 0 0 0 0 2 0 1 0 1 0 57 594 5:45 PM 1 18 4 1 0 16 0 0 1 1 1 0 1 0 1 0 45 586 5:50 PM 3 14 7 0 0 13 0 0 0 0 2 0 7 0 1 0 47 586 5:55 PM 2 18 4 2 1 14 0 0 1 0 3 0 10 0 1 0 56 600 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 28 264 40 24 40 232 0 0 4 4 12 0 16 0 8 0 672 Heavy Trucks 0 16 4 0 8 0 0 0 0 0 0 0 28 Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 2 0 0 2 Railroad Stopped Buses Comments: Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:30 PM -- 5:45 PM 34 243 42 162043 3 2 11 32 0 10 319 223 16 42 256 262 60 22 0.89 0.0 4.9 2.4 0.02.90.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1 2.7 0.0 0.0 4.7 2.3 1.7 0.0 0 1 0 0 0 0 0 000 0 0 0 2 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Comfort Suites East Dwy -- Catamount St QC JOB #:13892113 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Comfort Suites East Dwy (Northbound) Comfort Suites East Dwy (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 2 0 0 0 0 1 0 0 0 0 0 0 3 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 1 2 0 5 4:25 PM 0 0 0 0 0 0 0 0 0 2 0 0 0 1 1 0 4 4:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2 4:35 PM 0 0 0 0 1 0 0 0 1 1 0 0 0 0 1 0 4 4:40 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 3 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:55 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 3 27 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 25 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 24 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 5:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 3 26 5:20 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 0 3 24 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 22 5:30 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 3 0 5 25 5:35 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 22 5:40 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 2 0 4 23 5:45 PM 0 0 0 0 5 0 0 0 0 0 0 0 0 0 1 0 6 29 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 31 5:55 PM 0 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 5 33 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 36 0 0 0 0 0 0 0 0 12 8 0 56 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 5:00 PM -- 6:00 PM Peak 15-Min: 5:45 PM -- 6:00 PM 0 0 0 1500 0 1 0 0 3 14 0 15 1 17 14 0 16 3 0.59 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 2 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Comfort Suites West Dwy -- Catamount St QC JOB #:13892115 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Comfort Suites West Dwy (Northbound) Comfort Suites West Dwy (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4:25 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2 4:30 PM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 4:35 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 3 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:35 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 4 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 12 0 0 0 4 0 0 0 0 0 0 4 20 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:25 PM -- 4:40 PM 0 0 0 300 1 1 0 1 2 2 0 3 2 5 3 0 5 2 0.50 0.0 0.0 0.0 0.00.00.0 0.0 100.0 0.0 0.0 0.0 0.0 0.0 0.0 50.0 0.0 0.0 0.0 20.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco/Holiday Inn Dwy 1 -- Costco/Holiday Inn Dwy 1 QC JOB #:13892118 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Costco/Holiday Inn Dwy 1 (Northbound) Costco/Holiday Inn Dwy 1 (Southbound) Costco/Holiday Inn Dwy 1 (Eastbound) Costco/Holiday Inn Dwy 1 (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:15 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:00 PM -- 4:15 PM 0 0 0 000 0 0 0 1 1 0 0 0 0 2 0 1 0 1 0.50 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco/Holiday Inn Dwy 2 -- Costco/Holiday Inn Dwy 2 QC JOB #:13892120 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Costco/Holiday Inn Dwy 2 (Northbound) Costco/Holiday Inn Dwy 2 (Southbound) Costco/Holiday Inn Dwy 2 (Eastbound) Costco/Holiday Inn Dwy 2 (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 5 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:25 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 5 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 3 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 0 8 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:00 PM -- 5:00 PM Peak 15-Min: 4:30 PM -- 4:45 PM 0 0 2 000 0 1 0 2 0 0 2 0 1 2 0 2 3 0 0.63 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/12/2016 9:22 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco/Holiday Inn Dwy 3 -- Costco/Holiday Inn Dwy 3 QC JOB #:13892122 CITY/STATE:Bozeman, MT DATE:Thu, Sep 01 2016 5-Min Count Period Beginning At Costco/Holiday Inn Dwy 3 (Northbound) Costco/Holiday Inn Dwy 3 (Southbound) Costco/Holiday Inn Dwy 3 (Eastbound) Costco/Holiday Inn Dwy 3 (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 4:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:40 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5:05 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 5:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:30 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 1 4 5:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 5:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 5:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4 5:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 8 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 4:35 PM -- 5:35 PM Peak 15-Min: 4:55 PM -- 5:10 PM 0 0 2 100 0 0 0 0 0 1 2 1 0 1 1 0 3 0 0.50 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:27th Ave -- Catamount St QC JOB #:13892102 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At 27th Ave (Northbound) 27th Ave (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:40 AM 0 7 0 1 0 2 0 0 0 0 0 0 0 0 0 0 10 11:45 AM 4 1 0 0 0 6 0 0 0 0 1 0 0 0 0 0 12 11:50 AM 2 3 0 0 0 5 0 0 1 0 6 0 0 0 0 0 17 11:55 AM 0 5 0 0 0 4 1 0 0 0 3 0 0 0 0 0 13 153 12:00 PM 5 3 0 0 0 2 2 0 0 0 4 0 0 0 0 0 16 149 12:05 PM 0 2 0 0 0 0 1 0 0 0 5 0 0 0 0 0 8 141 12:10 PM 1 8 0 0 0 5 0 0 1 0 3 0 0 1 1 0 20 154 12:15 PM 5 3 0 0 0 2 1 0 2 0 5 0 0 0 0 0 18 161 12:20 PM 2 0 0 0 0 4 0 0 1 0 1 0 0 0 0 0 8 159 12:25 PM 3 6 0 0 0 3 1 0 0 0 8 0 0 0 0 0 21 167 12:30 PM 2 9 0 0 0 4 1 0 0 0 0 0 0 0 0 0 16 172 12:35 PM 2 3 0 0 0 2 0 0 0 0 6 0 0 0 0 0 13 172 12:40 PM 3 5 0 0 0 7 2 0 0 0 7 0 0 0 0 0 24 186 12:45 PM 1 2 0 0 0 3 1 0 1 0 4 0 0 0 0 0 12 186 12:50 PM 2 6 0 0 0 2 1 0 1 0 3 0 0 0 0 0 15 184 12:55 PM 2 1 0 0 0 5 0 0 0 0 1 0 0 0 0 0 9 180 1:00 PM 0 6 0 0 0 2 0 0 0 0 6 0 0 0 0 0 14 178 1:05 PM 2 5 0 0 0 3 1 0 1 0 5 0 0 0 0 0 17 187 1:10 PM 0 7 0 0 0 2 1 0 0 0 3 0 0 0 0 0 13 180 1:15 PM 0 6 0 1 0 0 0 0 0 0 2 0 0 0 0 0 9 171 1:20 PM 3 7 0 0 0 6 2 0 0 0 1 0 0 0 0 0 19 182 1:25 PM 1 3 0 0 0 1 3 0 1 0 1 0 0 0 0 0 10 171 1:30 PM 0 3 0 0 0 3 0 0 0 0 1 0 0 0 0 0 7 162 1:35 PM 5 5 0 0 0 5 2 0 0 0 6 0 0 0 0 0 23 172 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 28 68 0 0 0 52 12 0 0 0 52 0 0 0 0 0 212 Heavy Trucks 0 8 0 0 0 0 0 0 0 0 0 0 8 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 12:10 PM -- 1:10 PM Peak 15-Min: 12:30 PM -- 12:45 PM 25 54 0 0428 7 0 49 0 1 1 79 50 56 2 62 91 0 34 0.88 0.0 11.1 0.0 0.02.40.0 0.0 0.0 2.0 0.0 0.0 0.0 7.6 2.0 1.8 0.0 9.7 2.2 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:27th Ave -- Catron St QC JOB #:13892104 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At 27th Ave (Northbound) 27th Ave (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:20 AM 0 0 6 0 6 3 1 0 0 6 0 0 0 8 3 0 33 11:25 AM 1 1 0 0 5 1 0 0 0 7 1 0 2 6 5 0 29 11:30 AM 2 2 0 0 3 4 0 0 0 9 0 0 1 9 1 0 31 11:35 AM 0 3 2 0 5 0 0 0 0 7 1 0 0 10 3 0 31 11:40 AM 2 4 2 0 3 1 0 0 0 15 0 0 1 5 4 0 37 11:45 AM 1 0 1 0 5 0 1 0 0 6 1 0 2 5 4 0 26 11:50 AM 0 1 5 0 7 4 1 0 0 11 0 0 3 12 3 0 47 11:55 AM 1 1 4 0 5 4 0 0 0 9 0 0 1 14 5 0 44 413 12:00 PM 1 5 0 0 3 4 1 0 0 11 1 0 1 16 5 0 48 428 12:05 PM 2 3 0 0 4 2 0 0 0 9 0 0 0 10 2 0 32 431 12:10 PM 0 2 2 0 6 4 0 0 0 6 0 0 2 9 7 0 38 432 12:15 PM 1 2 2 0 5 2 0 0 0 17 0 0 1 16 2 0 48 444 12:20 PM 0 2 4 0 0 2 2 0 0 10 0 0 5 13 0 0 38 449 12:25 PM 3 9 3 0 6 3 2 0 0 10 0 0 1 12 3 0 52 472 12:30 PM 4 4 3 0 1 4 1 0 1 9 1 0 2 13 5 0 48 489 12:35 PM 0 3 2 0 4 5 0 0 0 5 0 0 0 5 4 0 28 486 12:40 PM 1 2 0 0 8 5 2 0 0 4 0 0 2 9 7 0 40 489 12:45 PM 1 1 4 0 5 1 1 0 0 10 1 0 1 10 3 0 38 501 12:50 PM 1 4 2 0 3 4 0 0 0 4 1 0 1 15 5 0 40 494 12:55 PM 0 3 4 0 3 1 2 0 0 7 2 0 1 11 1 0 35 485 1:00 PM 1 3 0 0 8 0 0 0 0 16 1 0 1 6 4 0 40 477 1:05 PM 0 1 3 0 6 5 0 0 0 9 0 0 2 12 7 0 45 490 1:10 PM 3 1 2 0 3 4 1 0 1 8 1 0 2 15 7 0 48 500 1:15 PM 1 1 2 0 2 1 0 0 0 9 0 0 2 11 5 0 34 486 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 8 28 36 0 60 48 8 0 0 124 4 0 20 168 52 0 556 Heavy Trucks 4 0 4 0 0 0 0 4 0 0 0 8 20 Pedestrians 0 8 4 0 12 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:50 AM -- 12:50 PM Peak 15-Min: 11:50 AM -- 12:05 PM 14 35 29 544010 1 111 3 19 139 46 78 104 115 204 82 62 194 163 0.90 14.3 5.7 3.4 1.90.00.0 0.0 0.9 0.0 0.0 0.0 6.5 6.4 1.0 0.9 1.5 6.1 0.0 1.5 1.2 0 5 1 2 0 0 1 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco West Dwy/Target Dwy -- Catron St QC JOB #:13892106 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Costco West Dwy/Target Dwy (Northbound) Costco West Dwy/Target Dwy (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:05 AM 0 0 0 0 3 6 4 0 9 3 2 0 0 5 10 0 42 11:10 AM 0 0 0 0 7 0 8 0 5 6 2 0 0 6 5 0 39 11:15 AM 0 0 0 0 10 0 7 0 6 5 1 0 0 11 7 0 47 11:20 AM 1 1 0 0 8 1 3 0 9 9 0 0 0 7 9 0 48 11:25 AM 0 0 0 0 5 3 5 0 3 10 1 0 0 7 7 0 41 11:30 AM 0 0 0 0 9 0 5 0 6 3 1 0 0 7 12 0 43 11:35 AM 0 0 0 0 17 2 3 0 3 10 2 0 1 9 8 0 55 11:40 AM 0 0 0 0 14 1 8 0 4 12 2 0 0 2 10 0 53 11:45 AM 1 0 0 0 11 2 0 0 8 8 0 0 0 9 12 0 51 11:50 AM 0 1 0 0 5 1 12 0 9 13 2 0 0 9 12 0 64 11:55 AM 0 0 0 0 11 3 5 0 4 12 0 0 0 12 3 0 50 576 12:00 PM 1 1 0 0 16 2 9 0 5 8 0 0 0 11 12 0 65 598 12:05 PM 0 2 0 0 14 0 4 0 3 10 0 0 0 9 11 0 53 609 12:10 PM 0 1 0 0 13 4 10 0 7 7 1 0 0 8 13 0 64 634 12:15 PM 0 0 0 0 13 0 9 0 9 12 1 0 0 12 8 0 64 651 12:20 PM 0 0 0 0 9 1 7 0 5 7 3 0 0 8 9 0 49 652 12:25 PM 1 0 0 0 16 2 5 0 6 12 1 0 0 9 12 0 64 675 12:30 PM 0 1 1 0 13 0 6 0 6 7 0 0 0 13 7 0 54 686 12:35 PM 0 1 0 0 8 0 3 0 4 8 0 0 0 6 7 0 37 668 12:40 PM 0 0 0 0 13 0 7 0 6 5 0 0 0 10 10 0 51 666 12:45 PM 0 0 0 0 9 1 8 0 6 12 2 0 0 7 8 0 53 668 12:50 PM 0 1 0 0 14 0 11 0 2 5 1 0 0 11 7 0 52 656 12:55 PM 0 1 0 0 9 0 3 0 3 11 1 0 0 9 9 0 46 652 1:00 PM 0 0 0 0 15 3 5 0 5 17 0 0 0 5 13 0 63 650 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 4 16 0 0 172 24 92 0 60 100 4 0 0 112 144 0 728 Heavy Trucks 0 0 0 0 0 0 0 8 0 0 4 0 12 Pedestrians 0 4 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:35 AM -- 12:35 PM Peak 15-Min: 12:00 PM -- 12:15 PM 3 6 1 1521878 69 118 12 1 111 117 10 248 199 229 192 31 271 192 0.94 33.3 0.0 0.0 3.90.00.0 0.0 2.5 0.0 100.0 1.8 1.7 10.0 2.4 1.5 2.2 1.0 3.2 3.3 1.6 3 1 4 0 0 1 0 002 0 1 3 1 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco East Dwy/Max Ave -- Catron St QC JOB #:13892108 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Costco East Dwy/Max Ave (Northbound) Costco East Dwy/Max Ave (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:05 AM 2 4 13 0 6 7 1 0 1 4 2 0 5 8 31 0 84 11:10 AM 3 7 9 0 4 8 4 0 1 3 6 0 3 7 20 0 75 11:15 AM 2 8 5 0 11 8 2 0 1 9 5 0 12 6 19 0 88 11:20 AM 1 6 4 0 16 7 1 0 2 10 2 0 6 10 21 0 86 11:25 AM 2 4 5 0 11 3 0 0 2 8 4 0 8 10 20 0 77 11:30 AM 2 6 7 0 15 9 2 0 0 7 5 0 9 11 19 0 92 11:35 AM 5 5 7 0 10 8 4 0 1 13 8 0 5 8 24 0 98 11:40 AM 1 5 9 0 9 9 1 0 1 18 7 0 12 8 14 0 94 11:45 AM 3 5 4 0 10 6 2 0 4 10 5 0 4 13 27 0 93 11:50 AM 2 9 8 0 11 10 3 0 1 12 3 0 6 8 21 0 94 11:55 AM 0 8 10 0 17 5 3 0 3 16 5 0 5 8 13 0 93 1056 12:00 PM 4 3 7 0 12 4 1 0 4 18 6 0 3 13 20 0 95 1069 12:05 PM 2 6 13 0 12 11 3 0 0 13 9 0 9 15 20 0 113 1098 12:10 PM 2 8 9 0 8 3 2 0 0 17 3 0 8 13 14 0 87 1110 12:15 PM 2 4 7 0 7 7 1 0 0 22 2 0 8 13 14 0 87 1109 12:20 PM 3 4 7 0 8 5 1 0 0 13 2 0 11 9 23 0 86 1109 12:25 PM 3 5 8 0 14 5 4 0 0 15 13 0 10 9 23 0 109 1141 12:30 PM 6 4 7 0 11 6 3 0 1 12 5 0 11 16 31 0 113 1162 12:35 PM 2 6 11 0 6 10 1 0 1 8 4 0 8 9 20 0 86 1150 12:40 PM 3 4 3 0 12 5 1 0 2 9 8 0 8 13 19 0 87 1143 12:45 PM 1 4 6 0 11 13 3 0 1 17 5 0 6 10 18 0 95 1145 12:50 PM 1 6 10 0 13 7 5 0 3 17 3 0 8 8 21 0 102 1153 12:55 PM 6 8 4 0 12 11 2 0 1 14 5 0 12 10 12 0 97 1157 1:00 PM 2 8 15 0 10 4 2 0 1 18 8 0 3 9 12 0 92 1154 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 48 52 88 0 132 64 32 0 4 160 80 0 128 136 308 0 1232 Heavy Trucks 0 0 4 0 0 0 0 8 8 0 4 8 32 Pedestrians 4 0 0 0 4 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:35 AM -- 12:35 PM Peak 15-Min: 12:20 PM -- 12:35 PM 33 66 96 1297928 15 179 68 92 133 244 195 236 262 469 325 239 404 194 0.94 6.1 1.5 1.0 1.61.30.0 0.0 2.8 5.9 0.0 3.0 3.3 2.1 1.3 3.4 2.6 2.8 2.1 2.0 3.1 7 1 1 2 0 0 0 000 0 1 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Valley Center Dr -- Catron St QC JOB #:13892110 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Valley Center Dr (Northbound) Valley Center Dr (Southbound) Catron St (Eastbound) Catron St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:25 AM 33 12 0 0 0 21 5 0 4 0 23 0 0 0 0 0 98 11:30 AM 31 12 0 0 0 36 7 0 2 0 25 0 0 0 0 0 113 11:35 AM 32 14 0 0 0 13 1 0 4 0 28 0 0 0 0 0 92 11:40 AM 31 6 0 0 0 14 4 0 7 0 32 0 0 0 0 0 94 11:45 AM 42 7 0 0 0 17 3 0 1 0 22 0 0 0 0 0 92 11:50 AM 26 13 0 0 0 24 6 0 1 0 31 0 0 0 0 0 101 11:55 AM 24 13 0 0 0 22 6 0 4 0 35 0 0 0 0 0 104 1180 12:00 PM 34 15 0 0 0 18 5 0 4 0 35 0 0 0 0 0 111 1186 12:05 PM 33 14 0 0 0 14 4 0 6 0 31 0 0 0 0 0 102 1192 12:10 PM 32 19 0 0 0 26 5 0 0 0 35 0 0 0 0 0 117 1214 12:15 PM 28 14 0 0 0 13 6 0 5 0 31 0 0 0 0 0 97 1213 12:20 PM 33 16 0 0 0 25 8 0 4 0 25 0 0 0 0 0 111 1232 12:25 PM 40 12 0 0 0 12 5 0 1 0 35 0 0 0 0 0 105 1239 12:30 PM 44 18 0 0 0 29 13 0 2 0 30 0 0 0 0 0 136 1262 12:35 PM 31 9 0 0 0 21 6 0 4 0 23 0 0 0 0 0 94 1264 12:40 PM 35 15 0 0 0 23 7 0 3 0 25 0 0 0 0 0 108 1278 12:45 PM 24 14 0 0 0 26 10 0 3 0 31 0 0 0 0 0 108 1294 12:50 PM 31 11 0 0 0 20 6 0 3 0 35 0 0 0 0 0 106 1299 12:55 PM 29 15 0 0 0 16 4 0 2 0 32 0 0 0 0 0 98 1293 1:00 PM 23 12 0 0 0 16 5 0 8 0 30 0 0 0 0 0 94 1276 1:05 PM 33 15 0 0 0 15 6 0 6 0 32 0 0 0 0 0 107 1281 1:10 PM 25 18 0 0 0 9 10 0 4 0 23 0 0 0 0 0 89 1253 1:15 PM 32 8 0 0 0 15 2 0 3 0 25 0 0 0 0 0 85 1241 1:20 PM 32 13 0 0 0 13 4 0 2 0 26 0 0 0 0 0 90 1220 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 468 184 0 0 0 264 104 0 28 0 360 0 0 0 0 0 1408 Heavy Trucks 8 4 0 0 8 4 0 0 12 0 0 0 36 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 1 0 0 0 0 0 0 0 1 Railroad Stopped Buses Comments: Peak-Hour: 11:55 AM -- 12:55 PM Peak 15-Min: 12:20 PM -- 12:35 PM 389 170 0 024981 39 0 371 0 0 0 559 330 410 0 209 620 0 470 0.92 1.8 3.5 0.0 0.04.01.2 0.0 0.0 1.9 0.0 0.0 0.0 2.3 3.3 1.7 0.0 2.9 2.7 0.0 1.7 0 2 0 0 0 0 0 010 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Valley Center Dr -- Catamount St QC JOB #:13892112 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Valley Center Dr (Northbound) Valley Center Dr (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:20 AM 2 7 2 3 0 16 0 0 0 0 0 0 4 1 0 0 35 11:25 AM 1 12 3 0 0 18 0 0 0 1 1 0 3 0 1 0 40 11:30 AM 1 11 1 3 0 29 0 0 0 1 7 0 2 0 1 0 56 11:35 AM 0 10 3 1 0 9 0 0 0 0 1 0 1 0 1 0 26 11:40 AM 0 6 1 2 0 14 0 0 0 0 0 0 0 0 0 0 23 11:45 AM 2 6 2 1 0 17 1 0 0 0 2 0 2 0 0 1 34 11:50 AM 2 7 1 2 0 26 1 0 0 1 2 0 1 0 1 0 44 11:55 AM 1 15 0 2 0 12 0 0 1 0 2 0 7 0 1 0 41 475 12:00 PM 3 15 0 0 0 19 0 0 0 0 2 0 2 0 0 0 41 468 12:05 PM 1 17 0 0 1 18 1 0 1 0 1 0 0 0 0 0 40 463 12:10 PM 0 11 4 2 0 22 0 0 0 0 2 0 2 0 0 0 43 467 12:15 PM 0 11 1 0 0 19 1 0 0 0 0 0 1 1 0 0 34 457 12:20 PM 1 18 0 3 1 26 0 0 0 0 1 0 1 0 0 0 51 473 12:25 PM 0 9 0 1 2 19 0 0 0 0 0 0 2 0 0 0 33 466 12:30 PM 0 17 1 5 0 31 0 0 0 0 1 0 2 0 0 0 57 467 12:35 PM 4 7 1 0 0 22 0 0 1 0 2 0 1 0 0 0 38 479 12:40 PM 0 16 4 1 1 24 0 0 0 0 2 0 2 0 1 0 51 507 12:45 PM 0 14 0 2 0 29 0 0 0 0 1 0 3 0 0 0 49 522 12:50 PM 0 13 1 2 0 22 0 0 0 0 0 0 0 0 0 0 38 516 12:55 PM 0 13 0 1 0 16 0 0 0 0 0 0 1 0 0 0 31 506 1:00 PM 2 13 3 1 0 14 3 0 0 0 2 0 3 0 0 0 41 506 1:05 PM 1 16 1 2 1 15 0 0 0 0 2 0 3 0 0 0 41 507 1:10 PM 3 17 1 1 0 13 1 0 0 0 2 0 1 0 0 0 39 503 1:15 PM 1 5 2 2 0 10 0 0 1 0 1 0 0 0 0 0 22 491 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 16 160 24 24 4 308 0 0 4 0 20 0 20 0 4 0 584 Heavy Trucks 0 0 4 0 12 0 0 0 0 0 0 0 16 Pedestrians 8 0 0 0 8 Bicycles 0 0 0 0 0 0 0 0 0 1 0 0 1 Railroad Stopped Buses Comments: Peak-Hour: 11:50 AM -- 12:50 PM Peak 15-Min: 12:30 PM -- 12:45 PM 30 157 12 52673 3 1 16 24 1 3 199 275 20 28 163 325 18 16 0.89 0.0 1.9 16.7 20.03.40.0 0.0 0.0 6.3 4.2 0.0 0.0 2.5 3.6 5.0 3.6 1.8 3.4 16.7 0.0 2 3 0 0 0 0 0 000 0 0 0 1 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Comfort Suites East Dwy -- Catamount St QC JOB #:13892114 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Comfort Suites East Dwy (Northbound) Comfort Suites East Dwy (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 2 11:05 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 1 1 0 4 11:10 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 2 0 3 11:15 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:20 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 1 2 0 5 11:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11:30 AM 0 0 0 0 6 0 0 0 0 2 0 0 0 0 0 1 9 11:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 2 0 0 0 0 1 0 0 0 0 3 0 6 11:50 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 1 4 11:55 AM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 1 0 4 39 12:00 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 1 4 41 12:05 PM 0 0 0 0 1 0 0 0 0 1 0 0 0 1 1 0 4 41 12:10 PM 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 2 40 12:15 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1 0 3 42 12:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 38 12:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 37 12:30 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 29 12:35 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 2 2 5 34 12:40 PM 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 3 37 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 31 12:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 27 12:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 23 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 32 0 0 0 0 8 0 0 0 4 12 4 60 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 8 0 0 8 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:20 AM -- 12:20 PM Peak 15-Min: 11:20 AM -- 11:35 AM 0 0 0 1800 0 5 0 3 3 13 0 18 5 19 13 0 26 3 0.70 0.0 0.0 0.0 0.00.00.0 0.0 20.0 0.0 0.0 0.0 0.0 0.0 0.0 20.0 0.0 0.0 0.0 3.8 0.0 2 5 0 0 0 0 0 100 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Comfort Suites West Dwy -- Catamount St QC JOB #:13892116 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Comfort Suites West Dwy (Northbound) Comfort Suites West Dwy (Southbound) Catamount St (Eastbound) Catamount St (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:05 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11:10 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:20 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 11:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:55 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12:05 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2 6 12:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12:15 PM 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 2 7 12:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 12:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 8 0 0 0 0 0 0 0 0 0 8 0 16 Heavy Trucks 0 0 0 4 0 0 0 0 0 0 0 0 4 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:20 AM -- 12:20 PM Peak 15-Min: 12:05 PM -- 12:20 PM 0 0 0 400 0 0 0 0 0 3 0 4 0 3 3 0 4 0 0.44 0.0 0.0 0.0 25.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0.0 0.0 0.0 0.0 25.0 0.0 0 2 0 0 0 0 0 000 0 2 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco/Holiday Inn Dwy 3 -- Costco/Holiday Inn Dwy 3 QC JOB #:13892123 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Costco/Holiday Inn Dwy 3 (Northbound) Costco/Holiday Inn Dwy 3 (Southbound) Costco/Holiday Inn Dwy 3 (Eastbound) Costco/Holiday Inn Dwy 3 (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:05 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:10 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 2 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:20 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:55 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 8 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:00 AM -- 12:00 PM Peak 15-Min: 11:00 AM -- 11:15 AM 0 0 0 000 0 1 0 0 1 0 0 0 1 1 0 0 1 1 0.25 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco/Holiday Inn Dwy 1 -- Costco/Holiday Inn Dwy 1 QC JOB #:13892119 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Costco/Holiday Inn Dwy 1 (Northbound) Costco/Holiday Inn Dwy 1 (Southbound) Costco/Holiday Inn Dwy 1 (Eastbound) Costco/Holiday Inn Dwy 1 (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:05 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:10 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:20 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 11:25 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 11:35 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:40 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:50 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:55 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 4 12:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 12:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 3 12:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 8 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 11:05 AM -- 12:05 PM Peak 15-Min: 11:20 AM -- 11:35 AM 0 0 0 000 0 0 0 0 4 0 0 0 0 4 0 0 0 4 0.50 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 2 0 NA NA NA NA NA NA NA NA Type of peak hour being reported: Intersection Peak Method for determining peak hour: Total Entering Volume Report generated on 9/20/2016 10:14 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 LOCATION:Costco/Holiday Inn Dwy 2 -- Costco/Holiday Inn Dwy 2 QC JOB #:13892121 CITY/STATE:Bozeman, MT DATE:Sat, Sep 10 2016 5-Min Count Period Beginning At Costco/Holiday Inn Dwy 2 (Northbound) Costco/Holiday Inn Dwy 2 (Southbound) Costco/Holiday Inn Dwy 2 (Eastbound) Costco/Holiday Inn Dwy 2 (Westbound) Total Hourly Totals Left Thru Right U Left Thru Right U Left Thru Right U Left Thru Right U 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 12:10 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:25 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 2 12:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 12:50 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 3 12:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:05 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:10 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 3 1:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:20 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1:25 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:30 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 3 1:35 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 5 1:40 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1:50 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 5 1:55 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 Peak 15-Min Northbound Southbound Eastbound Westbound TotalFlowratesLeftThruRightULeftThruRightULeftThruRightULeftThruRightU All Vehicles 0 0 0 0 0 0 0 0 0 4 0 0 0 8 0 0 12 Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 Pedestrians 0 0 0 0 0 Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0 Railroad Stopped Buses Comments: Peak-Hour: 12:40 PM -- 1:40 PM Peak 15-Min: 1:25 PM -- 1:40 PM 0 0 0 000 0 3 0 0 2 0 0 0 3 2 0 0 3 2 0.42 0.0 0.0 0.0 0.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 NA NA NA NA NA NA NA NA Attachment B Synchro Operational Reports HCM 2010 TWSC Bozeman Costco Expansion 101: 27th Ave & Catamount St Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 45 0 0 0 48 58 0 0 32 12 Future Vol, veh/h 2 0 45 0 0 0 48 58 0 0 32 12 Conflicting Peds, #/hr 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 50 0 2 0 0 0 0 3 0 0 0 0 Mvmt Flow 2 0 53 0 0 0 56 68 0 0 38 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 227 227 46 252 234 68 53 0 0 68 0 0 Stage 1 46 46 - 181 181 - - - - - - - Stage 2 181 181 - 71 53 - - - - - - - Critical Hdwy 7.6 6.5 6.22 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.6 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.6 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.95 4 3.318 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 638 676 1023 706 670 1001 1566 - - 1546 - - Stage 1 859 861 - 825 754 - - - - - - - Stage 2 721 754 - 944 855 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 619 650 1022 651 645 1001 1566 - - 1546 - - Mov Cap-2 Maneuver 619 650 - 651 645 - - - - - - - Stage 1 826 860 - 794 726 - - - - - - - Stage 2 694 726 - 895 854 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.8 0 3.3 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1566 - - 994 - 1546 - - HCM Lane V/C Ratio 0.036 - - 0.056 - - - - HCM Control Delay (s) 7.4 0 - 8.8 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 - 0 - - HCM 2010 TWSC Bozeman Costco Expansion 102: Catamount St & Comfort Suites West Dwy Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 2 Intersection Int Delay, s/veh 2.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 3 1 0 Future Vol, veh/h 0 0 0 3 1 0 Conflicting Peds, #/hr 0 0 0 0 0 1 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 33 33 33 33 33 33 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 0 0 9 3 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 9 0 - 0 5 6 Stage 1 - - - - 5 - Stage 2 - - - - 0 - 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 1624 - - - 1022 1083 Stage 1 - - - - 1023 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1622 - - - 1022 1082 Mov Cap-2 Maneuver - - - - 1022 - Stage 1 - - - - 1023 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1622 - - - 1022 HCM Lane V/C Ratio - - - - 0.003 HCM Control Delay (s) 0 - - - 8.5 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 2010 TWSC Bozeman Costco Expansion 103: Catamount St & Comfort Suites East Dwy Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 3 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1 3 14 15 0 Future Vol, veh/h 0 1 3 14 15 0 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 59 59 59 59 59 59 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 2 5 24 25 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 31 0 - 0 21 19 Stage 1 - - - - 19 - Stage 2 - - - - 2 - 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 1595 - - - 1001 1065 Stage 1 - - - - 1009 - Stage 2 - - - - 1026 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1595 - - - 997 1063 Mov Cap-2 Maneuver - - - - 997 - Stage 1 - - - - 1007 - Stage 2 - - - - 1024 - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1595 - - - 997 HCM Lane V/C Ratio - - - - 0.026 HCM Control Delay (s) 0 - - - 8.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Bozeman Costco Expansion 104: Valley Center Dr & Catamount St Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 4 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 2 11 32 0 10 54 14 243 42 16 204 3 Future Vol, veh/h 3 2 11 32 0 10 54 14 243 42 16 204 3 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - - None - - None Storage Length - - - - - - - 300 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - - 0 - - 0 - Grade, % - 0 - - 0 - - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 92 89 89 89 89 89 89 Heavy Vehicles, % 0 0 0 0 0 0 2 0 5 2 0 3 0 Mvmt Flow 3 2 12 36 0 11 59 16 273 47 18 229 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 553 736 116 597 714 161 169 233 0 0 320 0 0 Stage 1 267 267 - 445 445 - - - - - - - - Stage 2 286 469 - 152 269 - - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 6.44 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.52 2.2 - - 2.2 - - Pot Cap-1 Maneuver 420 349 921 391 359 862 1120 1346 - - 1251 - - Stage 1 721 692 - 567 578 - - - - - - - - Stage 2 703 564 - 841 690 - - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 410 344 921 380 354 861 1150 1150 - - 1250 - - Mov Cap-2 Maneuver 410 344 - 380 354 - - - - - - - - Stage 1 721 682 - 567 578 - - - - - - - - Stage 2 693 564 - 815 680 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.8 14.2 1.6 0.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1150 - - 638 438 1250 - - HCM Lane V/C Ratio 0.065 - - 0.028 0.108 0.014 - - HCM Control Delay (s) 8.3 - - 10.8 14.2 7.9 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0.2 - - 0.1 0.4 0 - - HCM 2010 TWSC Bozeman Costco Expansion 105: Valley Center Dr & Catron St Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 5 Intersection Int Delay, s/veh 8.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 397 373 299 246 55 Future Vol, veh/h 47 397 373 299 246 55 Conflicting Peds, #/hr 1 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 2 2 5 4 2 Mvmt Flow 52 436 410 329 270 60 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1288 167 333 0 - 0 Stage 1 303 - - - - - Stage 2 985 - - - - - Critical Hdwy 6.8 6.94 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 2.22 - - - Pot Cap-1 Maneuver 158 848 1223 - - - Stage 1 729 - - - - - Stage 2 327 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 105 846 1223 - - - Mov Cap-2 Maneuver 105 - - - - - Stage 1 728 - - - - - Stage 2 217 - - - - - Approach EB NB SB HCM Control Delay, s 19.5 5.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1223 - 105 846 - - HCM Lane V/C Ratio 0.335 - 0.492 0.516 - - HCM Control Delay (s) 9.4 - 68.7 13.7 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 1.5 - 2.2 3 - - HCM 2010 TWSC Bozeman Costco Expansion 106: Costco East Dwy/Max Ave & Catron St Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 6 Intersection Int Delay, s/veh 15.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 149 32 61 168 191 29 45 115 172 81 15 Future Vol, veh/h 18 149 32 61 168 191 29 45 115 172 81 15 Conflicting Peds, #/hr 2 0 0 0 0 2 2 0 0 0 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - 155 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 3 6 2 2 3 0 0 0 2 0 0 Mvmt Flow 19 159 34 65 179 203 31 48 122 183 86 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 181 0 0 193 0 0 576 525 176 610 542 183 Stage 1 - - - - - - 214 214 - 311 311 - Stage 2 - - - - - - 362 311 - 299 231 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.2 7.12 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.3 3.518 4 3.3 Pot Cap-1 Maneuver 1407 - - 1380 - - 431 460 872 407 450 865 Stage 1 - - - - - - 793 729 - 699 662 - Stage 2 - - - - - - 661 662 - 710 717 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1404 - - 1380 - - 335 424 872 301 415 862 Mov Cap-2 Maneuver - - - - - - 335 424 - 301 415 - Stage 1 - - - - - - 781 718 - 687 620 - Stage 2 - - - - - - 523 620 - 561 706 - Approach EB WB NB SB HCM Control Delay, s 0.7 1.1 14.4 51.2 HCM LOS B F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 582 1404 - - 1380 - - 342 HCM Lane V/C Ratio 0.345 0.014 - - 0.047 - - 0.834 HCM Control Delay (s) 14.4 7.6 0 - 7.7 0 - 51.2 HCM Lane LOS B A A - A A - F HCM 95th %tile Q(veh) 1.5 0 - - 0.1 - - 7.4 HCM 2010 TWSC Bozeman Costco Expansion 107: Costco West Dwy/Target Dwy & Catron St Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 7 Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 74 118 3 0 133 79 0 4 0 81 8 88 Future Vol, veh/h 74 118 3 0 133 79 0 4 0 81 8 88 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 1 1 0 1 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 1 2 0 0 1 1 0 0 0 2 0 3 Mvmt Flow 80 127 3 0 143 85 0 4 0 87 9 95 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 228 0 0 130 0 0 526 516 129 476 474 186 Stage 1 - - - - - - 288 288 - 185 185 - Stage 2 - - - - - - 238 228 - 291 289 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.12 6.5 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.518 4 3.327 Pot Cap-1 Maneuver 1346 - - 1468 - - 466 466 926 499 492 854 Stage 1 - - - - - - 724 677 - 817 751 - Stage 2 - - - - - - 770 719 - 717 677 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1345 - - 1467 - - 388 436 925 471 461 853 Mov Cap-2 Maneuver - - - - - - 388 436 - 471 461 - Stage 1 - - - - - - 678 634 - 765 751 - Stage 2 - - - - - - 676 719 - 666 634 - Approach EB WB NB SB HCM Control Delay, s 3 0 13.3 13.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 436 1345 - - 1467 - - 605 HCM Lane V/C Ratio 0.01 0.059 - - - - - 0.315 HCM Control Delay (s) 13.3 7.8 0 - 0 - - 13.7 HCM Lane LOS B A A - A - - B HCM 95th %tile Q(veh) 0 0.2 - - 0 - - 1.3 HCM 2010 TWSC Bozeman Costco Expansion 108: 27th Ave & Catron St Existing Conditions, Weekday PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 8 Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 126 21 36 131 54 23 45 28 41 44 6 Future Vol, veh/h 1 126 21 36 131 54 23 45 28 41 44 6 Conflicting Peds, #/hr 3 0 1 1 0 3 3 0 0 0 0 3 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 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 3 0 2 1 3 4 0 7 0 2 0 Mvmt Flow 1 130 22 37 135 56 24 46 29 42 45 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 343 259 52 318 247 64 55 0 0 75 0 0 Stage 1 136 136 - 108 108 - - - - - - - Stage 2 207 123 - 210 139 - - - - - - - Critical Hdwy 7.1 6.53 6.2 7.12 6.51 6.23 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.53 - 6.12 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.53 - 6.12 5.51 - - - - - - - Follow-up Hdwy 3.5 4.027 3.3 3.518 4.009 3.327 2.236 - - 2.2 - - Pot Cap-1 Maneuver 615 644 1021 635 657 998 1537 - - 1537 - - Stage 1 872 782 - 897 808 - - - - - - - Stage 2 800 792 - 792 784 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 466 614 1017 503 627 995 1536 - - 1533 - - Mov Cap-2 Maneuver 466 614 - 503 627 - - - - - - - Stage 1 856 758 - 883 795 - - - - - - - Stage 2 615 779 - 624 760 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.2 13.3 1.8 3.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1536 - - 649 660 1533 - - HCM Lane V/C Ratio 0.015 - - 0.235 0.345 0.028 - - HCM Control Delay (s) 7.4 0 - 12.2 13.3 7.4 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.9 1.5 0.1 - - HCM 2010 TWSC Bozeman Costco Expansion 301: 27th Ave & Catamount St Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 0 52 0 0 0 26 49 0 0 41 10 Future Vol, veh/h 6 0 52 0 0 0 26 49 0 0 41 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 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 4 8 0 0 0 0 Mvmt Flow 7 0 59 0 0 0 30 56 0 0 47 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 167 167 52 197 173 56 58 0 0 56 0 0 Stage 1 52 52 - 115 115 - - - - - - - Stage 2 115 115 - 82 58 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.14 - - 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 2.236 - - 2.2 - - Pot Cap-1 Maneuver 802 729 1021 766 724 1016 1533 - - 1562 - - Stage 1 966 856 - 895 804 - - - - - - - Stage 2 895 804 - 931 851 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 790 714 1021 711 710 1016 1533 - - 1562 - - Mov Cap-2 Maneuver 790 714 - 711 710 - - - - - - - Stage 1 947 856 - 877 788 - - - - - - - Stage 2 877 788 - 877 851 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.9 0 2.6 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 991 - 1562 - - HCM Lane V/C Ratio 0.019 - - 0.067 - - - - HCM Control Delay (s) 7.4 0 - 8.9 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 - 0 - - HCM 2010 TWSC Bozeman Costco Expansion 302: Catamount St & Comfort Suites West Dwy Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 2 Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 2 2 0 Future Vol, veh/h 0 0 0 2 2 0 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 25 25 25 25 25 25 Heavy Vehicles, % 0 0 0 0 50 0 Mvmt Flow 0 0 0 8 8 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 8 0 - 0 4 4 Stage 1 - - - - 4 - Stage 2 - - - - 0 - Critical Hdwy 4.1 - - - 6.9 6.2 Critical Hdwy Stg 1 - - - - 5.9 - Critical Hdwy Stg 2 - - - - 5.9 - Follow-up Hdwy 2.2 - - - 3.95 3.3 Pot Cap-1 Maneuver 1625 - - - 906 1085 Stage 1 - - - - 907 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1625 - - - 906 1085 Mov Cap-2 Maneuver - - - - 906 - Stage 1 - - - - 907 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1625 - - - 906 HCM Lane V/C Ratio - - - - 0.009 HCM Control Delay (s) 0 - - - 9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 2010 TWSC Bozeman Costco Expansion 303: Catamount St & Comfort Suites East Dwy Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 3 Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 2 2 10 13 0 Future Vol, veh/h 0 2 2 10 13 0 Conflicting Peds, #/hr 3 0 0 3 2 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 65 65 65 65 65 65 Heavy Vehicles, % 0 50 0 0 0 0 Mvmt Flow 0 3 3 15 20 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 21 0 - 0 19 14 Stage 1 - - - - 14 - Stage 2 - - - - 5 - 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 1608 - - - 1004 1072 Stage 1 - - - - 1014 - Stage 2 - - - - 1023 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1608 - - - 998 1069 Mov Cap-2 Maneuver - - - - 998 - Stage 1 - - - - 1011 - Stage 2 - - - - 1020 - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1608 - - - 998 HCM Lane V/C Ratio - - - - 0.02 HCM Control Delay (s) 0 - - - 8.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Bozeman Costco Expansion 304: Valley Center Dr & Catamount St Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 4 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 13 24 0 3 66 11 157 12 5 267 1 Future Vol, veh/h 1 1 13 24 0 3 66 11 157 12 5 267 1 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - - None - - None Storage Length - - - - - - - 300 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - - 0 - - 0 - Grade, % - 0 - - 0 - - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 92 89 89 89 89 89 89 Heavy Vehicles, % 0 0 6 4 0 0 2 0 2 17 20 3 0 Mvmt Flow 1 1 15 27 0 3 72 12 176 13 6 300 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 571 670 153 515 663 98 220 301 0 0 190 0 0 Stage 1 312 312 - 351 351 - - - - - - - - Stage 2 259 358 - 164 312 - - - - - - - - Critical Hdwy 7.5 6.5 7.02 7.58 6.5 6.9 6.44 4.1 - - 4.5 - - Critical Hdwy Stg 1 6.5 5.5 - 6.58 5.5 - - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.58 5.5 - - - - - - - - Follow-up Hdwy 3.5 4 3.36 3.54 4 3.3 2.52 2.2 - - 2.4 - - Pot Cap-1 Maneuver 408 381 853 438 384 945 1040 1272 - - 1259 - - Stage 1 679 661 - 633 636 - - - - - - - - Stage 2 729 631 - 816 661 - - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 404 379 851 427 382 942 1054 1054 - - 1255 - - Mov Cap-2 Maneuver 404 379 - 427 382 - - - - - - - - Stage 1 679 658 - 633 636 - - - - - - - - Stage 2 724 631 - 795 658 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 13.5 2.7 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1054 - - 736 455 1255 - - HCM Lane V/C Ratio 0.08 - - 0.023 0.067 0.004 - - HCM Control Delay (s) 8.7 - - 10 13.5 7.9 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0.3 - - 0.1 0.2 0 - - HCM 2010 TWSC Bozeman Costco Expansion 305: Valley Center Dr & Catron St Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 5 Intersection Int Delay, s/veh 8.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 37 367 384 172 289 81 Future Vol, veh/h 37 367 384 172 289 81 Conflicting Peds, #/hr 2 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 2 2 3 4 1 Mvmt Flow 40 399 417 187 314 88 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1288 201 402 0 - 0 Stage 1 358 - - - - - Stage 2 930 - - - - - Critical Hdwy 6.8 6.94 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 2.22 - - - Pot Cap-1 Maneuver 158 806 1153 - - - Stage 1 684 - - - - - Stage 2 349 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 101 806 1153 - - - Mov Cap-2 Maneuver 101 - - - - - Stage 1 684 - - - - - Stage 2 223 - - - - - Approach EB NB SB HCM Control Delay, s 18.3 6.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1153 - 101 806 - - HCM Lane V/C Ratio 0.362 - 0.398 0.495 - - HCM Control Delay (s) 9.9 - 62.5 13.8 - - HCM Lane LOS A - F B - - HCM 95th %tile Q(veh) 1.7 - 1.6 2.8 - - HCM 2010 TWSC Bozeman Costco Expansion 306: Costco East Dwy/Max Ave & Catron St Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 6 Intersection Int Delay, s/veh 16.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 172 65 93 136 236 30 65 96 129 84 26 Future Vol, veh/h 13 172 65 93 136 236 30 65 96 129 84 26 Conflicting Peds, #/hr 1 0 4 4 0 1 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 - - - - - 155 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 2 6 0 4 2 3 2 2 2 4 0 Mvmt Flow 14 185 70 100 146 254 32 70 103 139 90 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 147 0 0 259 0 0 657 599 226 683 634 147 Stage 1 - - - - - - 252 252 - 347 347 - Stage 2 - - - - - - 405 347 - 336 287 - Critical Hdwy 4.1 - - 4.1 - - 7.13 6.52 6.22 7.12 6.54 6.2 Critical Hdwy Stg 1 - - - - - - 6.13 5.52 - 6.12 5.54 - Critical Hdwy Stg 2 - - - - - - 6.13 5.52 - 6.12 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.527 4.018 3.318 3.518 4.036 3.3 Pot Cap-1 Maneuver 1447 - - 1317 - - 377 415 813 363 394 905 Stage 1 - - - - - - 750 698 - 669 631 - Stage 2 - - - - - - 620 635 - 678 671 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1314 - - 267 367 808 247 348 904 Mov Cap-2 Maneuver - - - - - - 267 367 - 247 348 - Stage 1 - - - - - - 739 688 - 661 566 - Stage 2 - - - - - - 453 570 - 524 661 - Approach EB WB NB SB HCM Control Delay, s 0.4 1.6 18.6 58.8 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 468 1447 - - 1314 - - 302 HCM Lane V/C Ratio 0.439 0.01 - - 0.076 - - 0.851 HCM Control Delay (s) 18.6 7.5 0 - 8 0 - 58.8 HCM Lane LOS C A A - A A - F HCM 95th %tile Q(veh) 2.2 0 - - 0.2 - - 7.4 HCM 2010 TWSC Bozeman Costco Expansion 307: Costco West Dwy/Target Dwy & Catron St Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 7 Intersection Int Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 111 10 0 98 94 2 7 1 138 14 85 Future Vol, veh/h 70 111 10 0 98 94 2 7 1 138 14 85 Conflicting Peds, #/hr 1 0 3 3 0 1 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 Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 3 0 0 3 1 0 0 0 3 0 0 Mvmt Flow 76 121 11 0 107 102 2 8 1 150 15 92 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 210 0 0 135 0 0 496 491 129 442 446 163 Stage 1 - - - - - - 281 281 - 159 159 - Stage 2 - - - - - - 215 210 - 283 287 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.13 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.13 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.13 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.527 4 3.3 Pot Cap-1 Maneuver 1373 - - 1462 - - 487 481 926 524 510 887 Stage 1 - - - - - - 730 682 - 841 770 - Stage 2 - - - - - - 792 732 - 722 678 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1368 - - 1462 - - 403 450 923 493 478 883 Mov Cap-2 Maneuver - - - - - - 403 450 - 493 478 - Stage 1 - - - - - - 684 639 - 790 769 - Stage 2 - - - - - - 692 731 - 670 635 - Approach EB WB NB SB HCM Control Delay, s 2.9 0 13 15.9 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 463 1368 - - 1462 - - 585 HCM Lane V/C Ratio 0.023 0.056 - - - - - 0.44 HCM Control Delay (s) 13 7.8 0 - 0 - - 15.9 HCM Lane LOS B A A - A - - C HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 2.2 HCM 2010 TWSC Bozeman Costco Expansion 308: 27th Ave & Catron St Existing Conditions, Saturday Midday Peak Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 8 Intersection Int Delay, s/veh 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 110 3 17 128 40 14 35 28 53 40 10 Future Vol, veh/h 1 110 3 17 128 40 14 35 28 53 40 10 Conflicting Peds, #/hr 5 0 0 0 0 5 1 0 2 2 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 1 0 0 0 7 14 6 3 2 0 0 Mvmt Flow 1 122 3 19 142 44 16 39 31 59 44 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 353 272 51 319 262 61 57 0 0 72 0 0 Stage 1 169 169 - 88 88 - - - - - - - Stage 2 184 103 - 231 174 - - - - - - - Critical Hdwy 7.1 6.51 6.2 7.1 6.5 6.27 4.24 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.51 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.51 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4.009 3.3 3.5 4 3.363 2.326 - - 2.218 - - Pot Cap-1 Maneuver 606 636 1023 638 646 990 1474 - - 1528 - - Stage 1 838 761 - 925 826 - - - - - - - Stage 2 822 812 - 776 759 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 455 602 1022 516 612 983 1474 - - 1521 - - Mov Cap-2 Maneuver 455 602 - 516 612 - - - - - - - Stage 1 828 730 - 913 815 - - - - - - - Stage 2 638 802 - 618 728 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.5 13 1.4 3.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1474 - - 607 654 1521 - - HCM Lane V/C Ratio 0.011 - - 0.209 0.314 0.039 - - HCM Control Delay (s) 7.5 0 - 12.5 13 7.5 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 0.8 1.3 0.1 - - HCM 2010 TWSC Bozeman Costco Expansion 101: 27th Ave & Catamount St Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 0 45 0 0 0 48 58 0 0 32 12 Future Vol, veh/h 2 0 45 0 0 0 48 58 0 0 32 12 Conflicting Peds, #/hr 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 50 0 2 0 0 0 0 3 0 0 0 0 Mvmt Flow 2 0 53 0 0 0 56 68 0 0 38 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 227 227 46 252 234 68 53 0 0 68 0 0 Stage 1 46 46 - 181 181 - - - - - - - Stage 2 181 181 - 71 53 - - - - - - - Critical Hdwy 7.6 6.5 6.22 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.6 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.6 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.95 4 3.318 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 638 676 1023 706 670 1001 1566 - - 1546 - - Stage 1 859 861 - 825 754 - - - - - - - Stage 2 721 754 - 944 855 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 619 650 1022 651 645 1001 1566 - - 1546 - - Mov Cap-2 Maneuver 619 650 - 651 645 - - - - - - - Stage 1 826 860 - 794 726 - - - - - - - Stage 2 694 726 - 895 854 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.8 0 3.3 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1566 - - 994 - 1546 - - HCM Lane V/C Ratio 0.036 - - 0.056 - - - - HCM Control Delay (s) 7.4 0 - 8.8 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 - 0 - - HCM 2010 TWSC Bozeman Costco Expansion 102: Catamount St & Comfort Suites West Dwy Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 2 Intersection Int Delay, s/veh 2.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 3 1 0 Future Vol, veh/h 0 0 0 3 1 0 Conflicting Peds, #/hr 0 0 0 0 0 1 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 33 33 33 33 33 33 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 0 0 9 3 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 9 0 - 0 5 6 Stage 1 - - - - 5 - Stage 2 - - - - 0 - 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 1624 - - - 1022 1083 Stage 1 - - - - 1023 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1622 - - - 1022 1082 Mov Cap-2 Maneuver - - - - 1022 - Stage 1 - - - - 1023 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1622 - - - 1022 HCM Lane V/C Ratio - - - - 0.003 HCM Control Delay (s) 0 - - - 8.5 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 2010 TWSC Bozeman Costco Expansion 103: Catamount St & Comfort Suites East Dwy Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 3 Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 1 3 14 15 0 Future Vol, veh/h 0 1 3 14 15 0 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 59 59 59 59 59 59 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 2 5 24 25 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 31 0 - 0 21 19 Stage 1 - - - - 19 - Stage 2 - - - - 2 - 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 1595 - - - 1001 1065 Stage 1 - - - - 1009 - Stage 2 - - - - 1026 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1595 - - - 997 1063 Mov Cap-2 Maneuver - - - - 997 - Stage 1 - - - - 1007 - Stage 2 - - - - 1024 - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1595 - - - 997 HCM Lane V/C Ratio - - - - 0.026 HCM Control Delay (s) 0 - - - 8.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Bozeman Costco Expansion 104: Valley Center Dr & Catamount St Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 4 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 3 2 11 32 0 10 54 14 253 42 16 212 3 Future Vol, veh/h 3 2 11 32 0 10 54 14 253 42 16 212 3 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - - None - - None Storage Length - - - - - - - 300 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - - 0 - - 0 - Grade, % - 0 - - 0 - - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 92 89 89 89 89 89 89 Heavy Vehicles, % 0 0 0 0 0 0 2 0 5 2 0 3 0 Mvmt Flow 3 2 12 36 0 11 59 16 284 47 18 238 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 568 756 121 613 735 167 176 242 0 0 331 0 0 Stage 1 276 276 - 457 457 - - - - - - - - Stage 2 292 480 - 156 278 - - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 6.44 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.52 2.2 - - 2.2 - - Pot Cap-1 Maneuver 410 340 914 381 349 854 1108 1336 - - 1240 - - Stage 1 712 685 - 558 571 - - - - - - - - Stage 2 697 558 - 836 684 - - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 400 335 914 370 344 853 1138 1138 - - 1239 - - Mov Cap-2 Maneuver 400 335 - 370 344 - - - - - - - - Stage 1 712 675 - 558 571 - - - - - - - - Stage 2 687 558 - 810 674 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.9 14.5 1.5 0.6 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1138 - - 627 428 1239 - - HCM Lane V/C Ratio 0.065 - - 0.029 0.11 0.015 - - HCM Control Delay (s) 8.4 - - 10.9 14.5 7.9 - - HCM Lane LOS A - - B B A - - HCM 95th %tile Q(veh) 0.2 - - 0.1 0.4 0 - - HCM 2010 TWSC Bozeman Costco Expansion 105: Valley Center Dr & Catron St Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 5 Intersection Int Delay, s/veh 15 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 57 506 465 299 246 63 Future Vol, veh/h 57 506 465 299 246 63 Conflicting Peds, #/hr 1 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 2 2 5 4 2 Mvmt Flow 63 556 511 329 270 69 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1494 172 342 0 - 0 Stage 1 307 - - - - - Stage 2 1187 - - - - - Critical Hdwy 6.8 6.94 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 2.22 - - - Pot Cap-1 Maneuver 116 842 1214 - - - Stage 1 725 - - - - - Stage 2 256 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 67 840 1214 - - - Mov Cap-2 Maneuver 67 - - - - - Stage 1 724 - - - - - Stage 2 148 - - - - - Approach EB NB SB HCM Control Delay, s 35.3 6.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1214 - 67 840 - - HCM Lane V/C Ratio 0.421 - 0.935 0.662 - - HCM Control Delay (s) 10.1 - 195.1 17.3 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 2.1 - 4.6 5.1 - - HCM 2010 TWSC Bozeman Costco Expansion 106: Costco East Dwy/Max Ave & Catron St Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 6 Intersection Int Delay, s/veh 56.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 229 43 99 228 191 38 45 159 172 81 15 Future Vol, veh/h 18 229 43 99 228 191 38 45 159 172 81 15 Conflicting Peds, #/hr 2 0 0 0 0 2 2 0 0 0 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - 155 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 0 3 6 2 2 3 0 0 0 2 0 0 Mvmt Flow 19 244 46 105 243 203 40 48 169 183 86 16 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 245 0 0 289 0 0 811 760 266 868 783 247 Stage 1 - - - - - - 305 305 - 455 455 - Stage 2 - - - - - - 506 455 - 413 328 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.2 7.12 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.3 3.518 4 3.3 Pot Cap-1 Maneuver 1333 - - 1273 - - 300 338 778 273 328 797 Stage 1 - - - - - - 709 666 - 585 572 - Stage 2 - - - - - - 552 572 - 616 651 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1330 - - 1273 - - 204 294 778 ~ 169 285 794 Mov Cap-2 Maneuver - - - - - - 204 294 - ~ 169 285 - Stage 1 - - - - - - 697 655 - 574 506 - Stage 2 - - - - - - 397 506 - 439 640 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.5 23.6 253.3 HCM LOS C F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 445 1330 - - 1273 - - 203 HCM Lane V/C Ratio 0.579 0.014 - - 0.083 - - 1.404 HCM Control Delay (s) 23.6 7.7 0 - 8.1 0 - 253.3 HCM Lane LOS C A A - A A - F HCM 95th %tile Q(veh) 3.6 0 - - 0.3 - - 16.7 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Bozeman Costco Expansion 107: Costco West Dwy/Target Dwy & Catron St Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 7 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 74 206 9 3 199 79 5 4 3 81 8 88 Future Vol, veh/h 74 206 9 3 199 79 5 4 3 81 8 88 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 1 1 0 1 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 1 2 0 0 1 1 0 0 0 2 0 3 Mvmt Flow 80 222 10 3 214 85 5 4 3 87 9 95 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 299 0 0 231 0 0 701 690 227 653 653 257 Stage 1 - - - - - - 385 385 - 263 263 - Stage 2 - - - - - - 316 305 - 390 390 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.12 6.5 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.518 4 3.327 Pot Cap-1 Maneuver 1268 - - 1349 - - 356 371 817 380 389 779 Stage 1 - - - - - - 642 614 - 742 694 - Stage 2 - - - - - - 699 666 - 634 611 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1267 - - 1348 - - 289 343 816 353 360 778 Mov Cap-2 Maneuver - - - - - - 289 343 - 353 360 - Stage 1 - - - - - - 595 569 - 688 692 - Stage 2 - - - - - - 604 664 - 580 566 - Approach EB WB NB SB HCM Control Delay, s 2.1 0.1 15.1 17.1 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 368 1267 - - 1348 - - 485 HCM Lane V/C Ratio 0.035 0.063 - - 0.002 - - 0.392 HCM Control Delay (s) 15.1 8 0 - 7.7 0 - 17.1 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 1.8 HCM 2010 TWSC Bozeman Costco Expansion 108: 27th Ave & Catron St Year 2018 Background Traffic Conditions, PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 8 Intersection Int Delay, s/veh 11.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 186 21 67 171 54 23 45 62 41 44 6 Future Vol, veh/h 1 186 21 67 171 54 23 45 62 41 44 6 Conflicting Peds, #/hr 3 0 1 1 0 3 3 0 0 0 0 3 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 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 3 0 2 1 3 4 0 7 0 2 0 Mvmt Flow 1 192 22 69 176 56 24 46 64 42 45 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 381 294 52 367 265 81 55 0 0 110 0 0 Stage 1 136 136 - 126 126 - - - - - - - Stage 2 245 158 - 241 139 - - - - - - - Critical Hdwy 7.1 6.53 6.2 7.12 6.51 6.23 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.53 - 6.12 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.53 - 6.12 5.51 - - - - - - - Follow-up Hdwy 3.5 4.027 3.3 3.518 4.009 3.327 2.236 - - 2.2 - - Pot Cap-1 Maneuver 581 615 1021 589 642 976 1537 - - 1493 - - Stage 1 872 782 - 878 794 - - - - - - - Stage 2 763 765 - 762 784 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 409 585 1017 416 611 973 1536 - - 1489 - - Mov Cap-2 Maneuver 409 585 - 416 611 - - - - - - - Stage 1 855 757 - 863 781 - - - - - - - Stage 2 546 752 - 540 759 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 17.4 1.3 3.4 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1536 - - 610 588 1489 - - HCM Lane V/C Ratio 0.015 - - 0.352 0.512 0.028 - - HCM Control Delay (s) 7.4 0 - 14.1 17.4 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.6 2.9 0.1 - - HCM 2010 TWSC Bozeman Costco Expansion 301: 27th Ave & Catamount St Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 0 52 0 0 0 26 49 0 0 41 10 Future Vol, veh/h 6 0 52 0 0 0 26 49 0 0 41 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 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 4 8 0 0 0 0 Mvmt Flow 7 0 59 0 0 0 30 56 0 0 47 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 167 167 52 197 173 56 58 0 0 56 0 0 Stage 1 52 52 - 115 115 - - - - - - - Stage 2 115 115 - 82 58 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.14 - - 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 2.236 - - 2.2 - - Pot Cap-1 Maneuver 802 729 1021 766 724 1016 1533 - - 1562 - - Stage 1 966 856 - 895 804 - - - - - - - Stage 2 895 804 - 931 851 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 790 714 1021 711 710 1016 1533 - - 1562 - - Mov Cap-2 Maneuver 790 714 - 711 710 - - - - - - - Stage 1 947 856 - 877 788 - - - - - - - Stage 2 877 788 - 877 851 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.9 0 2.6 0 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 991 - 1562 - - HCM Lane V/C Ratio 0.019 - - 0.067 - - - - HCM Control Delay (s) 7.4 0 - 8.9 0 0 - - HCM Lane LOS A A - A A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 - 0 - - HCM 2010 TWSC Bozeman Costco Expansion 302: Catamount St & Comfort Suites West DwyYear 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 2 Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 0 2 2 0 Future Vol, veh/h 0 0 0 2 2 0 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 25 25 25 25 25 25 Heavy Vehicles, % 0 0 0 0 50 0 Mvmt Flow 0 0 0 8 8 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 8 0 - 0 4 4 Stage 1 - - - - 4 - Stage 2 - - - - 0 - Critical Hdwy 4.1 - - - 6.9 6.2 Critical Hdwy Stg 1 - - - - 5.9 - Critical Hdwy Stg 2 - - - - 5.9 - Follow-up Hdwy 2.2 - - - 3.95 3.3 Pot Cap-1 Maneuver 1625 - - - 906 1085 Stage 1 - - - - 907 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1625 - - - 906 1085 Mov Cap-2 Maneuver - - - - 906 - Stage 1 - - - - 907 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1625 - - - 906 HCM Lane V/C Ratio - - - - 0.009 HCM Control Delay (s) 0 - - - 9 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 2010 TWSC Bozeman Costco Expansion 303: Catamount St & Comfort Suites East DwyYear 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 3 Intersection Int Delay, s/veh 4.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 2 2 10 13 0 Future Vol, veh/h 0 2 2 10 13 0 Conflicting Peds, #/hr 3 0 0 3 2 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 65 65 65 65 65 65 Heavy Vehicles, % 0 50 0 0 0 0 Mvmt Flow 0 3 3 15 20 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 21 0 - 0 19 14 Stage 1 - - - - 14 - Stage 2 - - - - 5 - 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 1608 - - - 1004 1072 Stage 1 - - - - 1014 - Stage 2 - - - - 1023 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1608 - - - 998 1069 Mov Cap-2 Maneuver - - - - 998 - Stage 1 - - - - 1011 - Stage 2 - - - - 1020 - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1608 - - - 998 HCM Lane V/C Ratio - - - - 0.02 HCM Control Delay (s) 0 - - - 8.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 HCM 2010 TWSC Bozeman Costco Expansion 304: Valley Center Dr & Catamount St Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 4 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 1 13 24 0 3 11 163 12 5 273 1 Future Vol, veh/h 1 1 13 24 0 3 11 163 12 5 273 1 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 300 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 0 0 6 4 0 0 0 2 17 20 3 0 Mvmt Flow 1 1 15 27 0 3 12 183 13 6 307 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 438 540 156 382 534 101 308 0 0 197 0 0 Stage 1 319 319 - 215 215 - - - - - - - Stage 2 119 221 - 167 319 - - - - - - - Critical Hdwy 7.5 6.5 7.02 7.58 6.5 6.9 4.1 - - 4.5 - - Critical Hdwy Stg 1 6.5 5.5 - 6.58 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.58 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.36 3.54 4 3.3 2.2 - - 2.4 - - Pot Cap-1 Maneuver 507 451 849 546 455 941 1264 - - 1251 - - Stage 1 673 657 - 762 729 - - - - - - - Stage 2 879 724 - 813 657 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 498 445 847 529 449 938 1262 - - 1247 - - Mov Cap-2 Maneuver 498 445 - 529 449 - - - - - - - Stage 1 667 654 - 755 722 - - - - - - - Stage 2 865 717 - 792 654 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 11.8 0.5 0.1 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1262 - - 765 556 1247 - - HCM Lane V/C Ratio 0.01 - - 0.022 0.055 0.005 - - HCM Control Delay (s) 7.9 - - 9.8 11.8 7.9 - - HCM Lane LOS A - - A B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - HCM 2010 TWSC Bozeman Costco Expansion 305: Valley Center Dr & Catron St Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 5 Intersection Int Delay, s/veh 12.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 43 457 484 172 289 87 Future Vol, veh/h 43 457 484 172 289 87 Conflicting Peds, #/hr 2 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 2 2 3 4 1 Mvmt Flow 47 497 526 187 314 95 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1509 204 409 0 - 0 Stage 1 361 - - - - - Stage 2 1148 - - - - - Critical Hdwy 6.8 6.94 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 2.22 - - - Pot Cap-1 Maneuver 113 803 1146 - - - Stage 1 682 - - - - - Stage 2 269 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 61 803 1146 - - - Mov Cap-2 Maneuver 61 - - - - - Stage 1 682 - - - - - Stage 2 146 - - - - - Approach EB NB SB HCM Control Delay, s 29.1 8 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1146 - 61 803 - - HCM Lane V/C Ratio 0.459 - 0.766 0.619 - - HCM Control Delay (s) 10.8 - 163.5 16.5 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 2.5 - 3.4 4.4 - - HCM 2010 TWSC Bozeman Costco Expansion 306: Costco East Dwy/Max Ave & Catron St Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 6 Intersection Int Delay, s/veh 60.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 220 72 150 185 236 38 65 144 129 84 26 Future Vol, veh/h 13 220 72 150 185 236 38 65 144 129 84 26 Conflicting Peds, #/hr 1 0 4 4 0 1 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 - - - - - 155 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 2 6 0 4 2 3 2 2 2 4 0 Mvmt Flow 14 237 77 161 199 254 41 70 155 139 90 28 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 200 0 0 318 0 0 888 830 281 941 869 200 Stage 1 - - - - - - 307 307 - 523 523 - Stage 2 - - - - - - 581 523 - 418 346 - Critical Hdwy 4.1 - - 4.1 - - 7.13 6.52 6.22 7.12 6.54 6.2 Critical Hdwy Stg 1 - - - - - - 6.13 5.52 - 6.12 5.54 - Critical Hdwy Stg 2 - - - - - - 6.13 5.52 - 6.12 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.527 4.018 3.318 3.518 4.036 3.3 Pot Cap-1 Maneuver 1384 - - 1253 - - 263 306 758 243 288 846 Stage 1 - - - - - - 701 661 - 537 527 - Stage 2 - - - - - - 498 530 - 612 632 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1384 - - 1251 - - 153 247 754 ~ 130 232 845 Mov Cap-2 Maneuver - - - - - - 153 247 - ~ 130 232 - Stage 1 - - - - - - 690 651 - 530 432 - Stage 2 - - - - - - 313 435 - 428 622 - Approach EB WB NB SB HCM Control Delay, s 0.3 2.2 40.8 295.8 HCM LOS E F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 352 1384 - - 1251 - - 173 HCM Lane V/C Ratio 0.755 0.01 - - 0.129 - - 1.485 HCM Control Delay (s) 40.8 7.6 0 - 8.3 0 - 295.8 HCM Lane LOS E A A - A A - F HCM 95th %tile Q(veh) 5.9 0 - - 0.4 - - 16.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon HCM 2010 TWSC Bozeman Costco Expansion 307: Costco West Dwy/Target Dwy & Catron StYear 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 7 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 161 15 5 150 94 7 7 7 138 14 85 Future Vol, veh/h 70 161 15 5 150 94 7 7 7 138 14 85 Conflicting Peds, #/hr 1 0 3 3 0 1 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 Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 3 0 0 3 1 0 0 0 3 0 0 Mvmt Flow 76 175 16 5 163 102 8 8 8 150 15 92 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 266 0 0 194 0 0 621 615 186 569 572 219 Stage 1 - - - - - - 338 338 - 226 226 - Stage 2 - - - - - - 283 277 - 343 346 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.13 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.13 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.13 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.527 4 3.3 Pot Cap-1 Maneuver 1310 - - 1391 - - 403 409 861 431 433 826 Stage 1 - - - - - - 681 644 - 774 721 - Stage 2 - - - - - - 728 685 - 670 639 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1305 - - 1391 - - 327 379 859 398 402 822 Mov Cap-2 Maneuver - - - - - - 327 379 - 398 402 - Stage 1 - - - - - - 635 600 - 723 717 - Stage 2 - - - - - - 628 682 - 613 596 - Approach EB WB NB SB HCM Control Delay, s 2.3 0.2 13.7 20.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 437 1305 - - 1391 - - 489 HCM Lane V/C Ratio 0.052 0.058 - - 0.004 - - 0.527 HCM Control Delay (s) 13.7 7.9 0 - 7.6 0 - 20.3 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 3 HCM 2010 TWSC Bozeman Costco Expansion 308: 27th Ave & Catron St Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Bozeman Costco Expansion 9/22/2016 Year 2018 Background Traffic Conditions, Saturday Midday Peak Hour Synchro 9 Report JGM Page 8 Intersection Int Delay, s/veh 10.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 138 3 44 156 40 14 35 55 53 40 10 Future Vol, veh/h 1 138 3 44 156 40 14 35 55 53 40 10 Conflicting Peds, #/hr 5 0 0 0 0 5 1 0 2 2 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 1 0 0 0 7 14 6 3 2 0 0 Mvmt Flow 1 153 3 49 173 44 16 39 61 59 44 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 383 302 51 349 277 76 57 0 0 102 0 0 Stage 1 169 169 - 103 103 - - - - - - - Stage 2 214 133 - 246 174 - - - - - - - Critical Hdwy 7.1 6.51 6.2 7.1 6.5 6.27 4.24 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.51 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.51 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4.009 3.3 3.5 4 3.363 2.326 - - 2.218 - - Pot Cap-1 Maneuver 579 612 1023 609 634 971 1474 - - 1490 - - Stage 1 838 761 - 908 814 - - - - - - - Stage 2 793 788 - 762 759 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 410 578 1022 463 599 965 1474 - - 1483 - - Mov Cap-2 Maneuver 410 578 - 463 599 - - - - - - - Stage 1 827 729 - 895 803 - - - - - - - Stage 2 583 777 - 575 727 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.5 15.6 1 3.9 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1474 - - 582 605 1483 - - HCM Lane V/C Ratio 0.011 - - 0.271 0.441 0.04 - - HCM Control Delay (s) 7.5 0 - 13.5 15.6 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.1 2.2 0.1 - - HCM 2010 TWSC Bozeman Costco Expansion 101: 27th Ave & Catamount St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 1 Intersection Int Delay, s/veh 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 2 21 45 9 44 3 48 58 0 0 32 12 Future Vol, veh/h 2 21 45 9 44 3 48 58 0 0 32 12 Conflicting Peds, #/hr 0 0 0 0 0 0 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 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 50 0 2 0 0 0 0 3 0 0 0 0 Mvmt Flow 2 25 53 11 52 4 56 68 0 0 38 14 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 255 227 46 265 234 68 53 0 0 68 0 0 Stage 1 46 46 - 181 181 - - - - - - - Stage 2 209 181 - 84 53 - - - - - - - Critical Hdwy 7.6 6.5 6.22 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.6 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.6 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.95 4 3.318 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 610 676 1023 692 670 1001 1566 - - 1546 - - Stage 1 859 861 - 825 754 - - - - - - - Stage 2 695 754 - 929 855 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 554 650 1022 619 645 1001 1566 - - 1546 - - Mov Cap-2 Maneuver 554 650 - 619 645 - - - - - - - Stage 1 826 860 - 794 726 - - - - - - - Stage 2 619 726 - 856 854 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 11.1 3.3 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1566 - - 851 653 1546 - - HCM Lane V/C Ratio 0.036 - - 0.094 0.101 - - - HCM Control Delay (s) 7.4 0 - 9.7 11.1 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.3 0 - - HCM 2010 TWSC Bozeman Costco Expansion 102: Catamount St & Comfort Suites West Dwy Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 2 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 21 56 3 1 0 Future Vol, veh/h 0 21 56 3 1 0 Conflicting Peds, #/hr 0 0 0 0 0 1 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 33 33 33 33 33 33 Heavy Vehicles, % 0 0 0 0 0 0 Mvmt Flow 0 64 170 9 3 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 179 0 - 0 238 175 Stage 1 - - - - 174 - Stage 2 - - - - 64 - 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 1409 - - - 755 874 Stage 1 - - - - 861 - Stage 2 - - - - 964 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1408 - - - 755 873 Mov Cap-2 Maneuver - - - - 755 - Stage 1 - - - - 861 - Stage 2 - - - - 964 - Approach EB WB SB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1408 - - - 755 HCM Lane V/C Ratio - - - - 0.004 HCM Control Delay (s) 0 - - - 9.8 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0 HCM 2010 TWSC Bozeman Costco Expansion 103: Comfort Suites East Dwy & Catamount St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 3 Intersection Int Delay, s/veh 9.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 1 21 119 3 14 56 0 115 15 0 0 Future Vol, veh/h 0 1 21 119 3 14 56 0 115 15 0 0 Conflicting Peds, #/hr 2 0 0 0 0 2 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 59 59 59 59 59 59 59 59 59 59 59 59 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 2 36 202 5 24 95 0 195 25 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 31 0 0 37 0 0 439 453 19 539 459 19 Stage 1 - - - - - - 19 19 - 422 422 - Stage 2 - - - - - - 420 434 - 117 37 - 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 1595 - - 1587 - - 532 506 1065 456 502 1065 Stage 1 - - - - - - 1005 884 - 613 592 - Stage 2 - - - - - - 615 585 - 892 868 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1595 - - 1587 - - 479 439 1065 335 436 1063 Mov Cap-2 Maneuver - - - - - - 479 439 - 335 436 - Stage 1 - - - - - - 1005 884 - 612 514 - Stage 2 - - - - - - 535 508 - 729 868 - Approach EB WB NB SB HCM Control Delay, s 0 6.6 12.6 16.6 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 760 1595 - - 1587 - - 335 HCM Lane V/C Ratio 0.381 - - - 0.127 - - 0.076 HCM Control Delay (s) 12.6 0 - - 7.6 0 - 16.6 HCM Lane LOS B A - - A A - C HCM 95th %tile Q(veh) 1.8 0 - - 0.4 - - 0.2 HCM 2010 TWSC Bozeman Costco Expansion 104: Valley Center Dr & Catamount St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 4 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 2 119 32 0 10 54 126 253 42 16 212 10 Future Vol, veh/h 10 2 119 32 0 10 54 126 253 42 16 212 10 Conflicting Peds, #/hr 1 0 0 0 0 1 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - - None - - None Storage Length - - - - - - - 300 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - - 0 - - 0 - Grade, % - 0 - - 0 - - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 92 89 89 89 89 89 89 Heavy Vehicles, % 0 0 0 0 0 0 2 0 5 2 0 3 0 Mvmt Flow 11 2 134 36 0 11 59 142 284 47 18 238 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 824 1012 125 864 993 167 182 249 0 0 331 0 0 Stage 1 280 280 - 708 708 - - - - - - - - Stage 2 544 732 - 156 285 - - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 6.44 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 - - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 - - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.52 2.2 - - 2.2 - - Pot Cap-1 Maneuver 269 241 909 251 247 854 1099 1328 - - 1240 - - Stage 1 709 683 - 396 441 - - - - - - - - Stage 2 496 430 - 836 679 - - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 262 237 909 210 243 853 1192 1192 - - 1239 - - Mov Cap-2 Maneuver 262 237 - 210 243 - - - - - - - - Stage 1 709 673 - 396 441 - - - - - - - - Stage 2 489 430 - 700 669 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.1 22.2 3.3 0.5 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1192 - - 738 256 1239 - - HCM Lane V/C Ratio 0.168 - - 0.199 0.184 0.015 - - HCM Control Delay (s) 8.6 - - 11.1 22.2 7.9 - - HCM Lane LOS A - - B C A - - HCM 95th %tile Q(veh) 0.6 - - 0.7 0.7 0 - - HCM 2010 TWSC Bozeman Costco Expansion 105: Valley Center Dr & Catron St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 5 Intersection Int Delay, s/veh 9.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 414 372 411 354 63 Future Vol, veh/h 47 414 372 411 354 63 Conflicting Peds, #/hr 1 0 2 0 0 2 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 91 91 91 91 91 91 Heavy Vehicles, % 0 2 2 5 4 2 Mvmt Flow 52 455 409 452 389 69 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1470 231 460 0 - 0 Stage 1 426 - - - - - Stage 2 1044 - - - - - Critical Hdwy 6.8 6.94 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 2.22 - - - Pot Cap-1 Maneuver 120 771 1097 - - - Stage 1 632 - - - - - Stage 2 305 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 75 770 1097 - - - Mov Cap-2 Maneuver 75 - - - - - Stage 1 631 - - - - - Stage 2 191 - - - - - Approach EB NB SB HCM Control Delay, s 27.1 4.9 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1097 - 75 770 - - HCM Lane V/C Ratio 0.373 - 0.689 0.591 - - HCM Control Delay (s) 10.2 - 123.6 16.2 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 1.7 - 3.2 3.9 - - HCM 2010 TWSC Bozeman Costco Expansion 106: Costco East Dwy/Max Ave & Catron St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 6 Intersection Int Delay, s/veh 33.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 205 33 99 224 103 38 46 159 93 82 7 Future Vol, veh/h 20 205 33 99 224 103 38 46 159 93 82 7 Conflicting Peds, #/hr 2 0 0 0 0 2 2 0 0 0 0 2 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - 155 - - - - - - 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 3 6 2 2 3 0 0 0 2 0 0 Mvmt Flow 24 241 39 116 264 121 45 54 187 109 96 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 266 0 0 280 0 0 859 806 261 926 825 268 Stage 1 - - - - - - 308 308 - 498 498 - Stage 2 - - - - - - 551 498 - 428 327 - Critical Hdwy 4.1 - - 4.12 - - 7.1 6.5 6.2 7.12 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.5 - Follow-up Hdwy 2.2 - - 2.218 - - 3.5 4 3.3 3.518 4 3.3 Pot Cap-1 Maneuver 1310 - - 1283 - - 279 318 783 249 310 776 Stage 1 - - - - - - 706 664 - 554 548 - Stage 2 - - - - - - 522 548 - 605 651 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1308 - - 1283 - - 179 274 783 144 267 773 Mov Cap-2 Maneuver - - - - - - 179 274 - 144 267 - Stage 1 - - - - - - 690 649 - 541 483 - Stage 2 - - - - - - 364 483 - 413 637 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.9 30.5 156.9 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 417 1308 - - 1283 - - 189 HCM Lane V/C Ratio 0.686 0.018 - - 0.091 - - 1.133 HCM Control Delay (s) 30.5 7.8 0 - 8.1 0 - 156.9 HCM Lane LOS D A A - A A - F HCM 95th %tile Q(veh) 5 0.1 - - 0.3 - - 10.7 HCM 2010 TWSC Bozeman Costco Expansion 107: Costco West Dwy/Target Dwy & Catron St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 7 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 188 9 3 181 85 5 4 3 67 8 44 Future Vol, veh/h 75 188 9 3 181 85 5 4 3 67 8 44 Conflicting Peds, #/hr 0 0 0 0 0 0 1 0 1 1 0 1 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 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 1 2 0 0 1 1 0 0 0 2 0 3 Mvmt Flow 81 202 10 3 195 91 5 4 3 72 9 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 286 0 0 212 0 0 644 660 208 620 620 241 Stage 1 - - - - - - 368 368 - 247 247 - Stage 2 - - - - - - 276 292 - 373 373 - Critical Hdwy 4.11 - - 4.1 - - 7.1 6.5 6.2 7.12 6.5 6.23 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.12 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.12 5.5 - Follow-up Hdwy 2.209 - - 2.2 - - 3.5 4 3.3 3.518 4 3.327 Pot Cap-1 Maneuver 1282 - - 1370 - - 389 386 837 400 407 795 Stage 1 - - - - - - 656 625 - 757 706 - Stage 2 - - - - - - 735 675 - 648 622 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1281 - - 1369 - - 339 357 836 372 377 794 Mov Cap-2 Maneuver - - - - - - 339 357 - 372 377 - Stage 1 - - - - - - 609 580 - 702 704 - Stage 2 - - - - - - 680 673 - 594 577 - Approach EB WB NB SB HCM Control Delay, s 2.2 0.1 14.2 15.7 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 406 1281 - - 1369 - - 463 HCM Lane V/C Ratio 0.032 0.063 - - 0.002 - - 0.276 HCM Control Delay (s) 14.2 8 0 - 7.6 0 - 15.7 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.1 0.2 - - 0 - - 1.1 HCM 2010 TWSC Bozeman Costco Expansion 108: 27th Ave & Catron St Total Traffic, Year 2018 PM Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 8 Intersection Int Delay, s/veh 10.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 169 21 61 125 44 23 45 62 41 44 6 Future Vol, veh/h 1 169 21 61 125 44 23 45 62 41 44 6 Conflicting Peds, #/hr 3 0 1 1 0 3 3 0 0 0 0 3 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 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 0 3 0 2 1 3 4 0 7 0 2 0 Mvmt Flow 1 174 22 63 129 45 24 46 64 42 45 6 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 352 294 52 358 265 81 55 0 0 110 0 0 Stage 1 136 136 - 126 126 - - - - - - - Stage 2 216 158 - 232 139 - - - - - - - Critical Hdwy 7.1 6.53 6.2 7.12 6.51 6.23 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.53 - 6.12 5.51 - - - - - - - Critical Hdwy Stg 2 6.1 5.53 - 6.12 5.51 - - - - - - - Follow-up Hdwy 3.5 4.027 3.3 3.518 4.009 3.327 2.236 - - 2.2 - - Pot Cap-1 Maneuver 607 615 1021 597 642 976 1537 - - 1493 - - Stage 1 872 782 - 878 794 - - - - - - - Stage 2 791 765 - 771 784 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 466 585 1017 434 611 973 1536 - - 1489 - - Mov Cap-2 Maneuver 466 585 - 434 611 - - - - - - - Stage 1 855 757 - 863 781 - - - - - - - Stage 2 617 752 - 564 759 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.6 15.2 1.3 3.4 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1536 - - 613 589 1489 - - HCM Lane V/C Ratio 0.015 - - 0.321 0.403 0.028 - - HCM Control Delay (s) 7.4 0 - 13.6 15.2 7.5 0 - HCM Lane LOS A A - B C A A - HCM 95th %tile Q(veh) 0 - - 1.4 1.9 0.1 - - HCM 2010 TWSC Bozeman Costco Expansion 301: 27th Ave & Catamount St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 1 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 6 12 52 4 36 2 26 49 0 0 41 10 Future Vol, veh/h 6 12 52 4 36 2 26 49 0 0 41 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 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 4 8 0 0 0 0 Mvmt Flow 7 14 59 5 41 2 30 56 0 0 47 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 188 167 52 204 173 56 58 0 0 56 0 0 Stage 1 52 52 - 115 115 - - - - - - - Stage 2 136 115 - 89 58 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.14 - - 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 2.236 - - 2.2 - - Pot Cap-1 Maneuver 777 729 1021 758 724 1016 1533 - - 1562 - - Stage 1 966 856 - 895 804 - - - - - - - Stage 2 872 804 - 923 851 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 730 714 1021 693 710 1016 1533 - - 1562 - - Mov Cap-2 Maneuver 730 714 - 693 710 - - - - - - - Stage 1 947 856 - 877 788 - - - - - - - Stage 2 808 788 - 856 851 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.3 10.4 2.6 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 922 719 1562 - - HCM Lane V/C Ratio 0.019 - - 0.086 0.066 - - - HCM Control Delay (s) 7.4 0 - 9.3 10.4 0 - - HCM Lane LOS A A - A B A - - HCM 95th %tile Q(veh) 0.1 - - 0.3 0.2 0 - - HCM 2010 TWSC Bozeman Costco Expansion 302: Catamount St & Comfort Suites West Dwy Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 2 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 12 42 2 2 0 Future Vol, veh/h 0 12 42 2 2 0 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 25 25 25 25 25 25 Heavy Vehicles, % 0 0 0 0 50 0 Mvmt Flow 0 48 168 8 8 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 176 0 - 0 220 172 Stage 1 - - - - 172 - Stage 2 - - - - 48 - Critical Hdwy 4.1 - - - 6.9 6.2 Critical Hdwy Stg 1 - - - - 5.9 - Critical Hdwy Stg 2 - - - - 5.9 - Follow-up Hdwy 2.2 - - - 3.95 3.3 Pot Cap-1 Maneuver 1412 - - - 673 877 Stage 1 - - - - 754 - Stage 2 - - - - 865 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1412 - - - 673 877 Mov Cap-2 Maneuver - - - - 673 - Stage 1 - - - - 754 - Stage 2 - - - - 865 - Approach EB WB SB HCM Control Delay, s 0 0 10.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1 Capacity (veh/h) 1412 - - - 673 HCM Lane V/C Ratio - - - - 0.012 HCM Control Delay (s) 0 - - - 10.4 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0 HCM 2010 TWSC Bozeman Costco Expansion 303: Comfort Suites East Dwy & Catamount St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 3 Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 2 12 148 2 10 42 0 129 13 0 0 Future Vol, veh/h 0 2 12 148 2 10 42 0 129 13 0 0 Conflicting Peds, #/hr 3 0 0 0 0 3 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 65 65 65 65 65 65 65 65 65 65 65 65 Heavy Vehicles, % 0 50 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 3 18 228 3 15 65 0 198 20 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 21 0 0 22 0 0 478 489 14 583 491 14 Stage 1 - - - - - - 12 12 - 469 469 - Stage 2 - - - - - - 466 477 - 114 22 - 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 1608 - - 1607 - - 501 482 1072 427 481 1072 Stage 1 - - - - - - 1014 890 - 579 564 - Stage 2 - - - - - - 581 559 - 896 881 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1608 - - 1604 - - 446 411 1070 308 411 1069 Mov Cap-2 Maneuver - - - - - - 446 411 - 308 411 - Stage 1 - - - - - - 1014 890 - 577 481 - Stage 2 - - - - - - 497 477 - 728 881 - Approach EB WB NB SB HCM Control Delay, s 0 7 11.7 17.5 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 796 1608 - - 1604 - - 308 HCM Lane V/C Ratio 0.33 - - - 0.142 - - 0.065 HCM Control Delay (s) 11.7 0 - - 7.6 0 - 17.5 HCM Lane LOS B A - - A A - C HCM 95th %tile Q(veh) 1.4 0 - - 0.5 - - 0.2 HCM 2010 TWSC Bozeman Costco Expansion 304: Valley Center Dr & Catamount St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 4 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBU NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 13 1 130 24 0 3 66 147 163 12 5 273 13 Future Vol, veh/h 13 1 130 24 0 3 66 147 163 12 5 273 13 Conflicting Peds, #/hr 3 0 2 2 0 3 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free Free RT Channelized - - None - - None - - - None - - None Storage Length - - - - - - - 300 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - - 0 - - 0 - Grade, % - 0 - - 0 - - - 0 - - 0 - Peak Hour Factor 89 89 89 89 89 89 92 89 89 89 89 89 89 Heavy Vehicles, % 0 0 6 4 0 0 2 0 2 17 20 3 0 Mvmt Flow 15 1 146 27 0 3 72 165 183 13 6 307 15 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 893 995 163 831 997 101 234 321 0 0 197 0 0 Stage 1 325 325 - 664 664 - - - - - - - - Stage 2 568 670 - 167 333 - - - - - - - - Critical Hdwy 7.5 6.5 7.02 7.58 6.5 6.9 6.44 4.1 - - 4.5 - - Critical Hdwy Stg 1 6.5 5.5 - 6.58 5.5 - - - - - - - - Critical Hdwy Stg 2 6.5 5.5 - 6.58 5.5 - - - - - - - - Follow-up Hdwy 3.5 4 3.36 3.54 4 3.3 2.52 2.2 - - 2.4 - - Pot Cap-1 Maneuver 239 247 841 259 246 941 1019 1250 - - 1251 - - Stage 1 667 653 - 411 461 - - - - - - - - Stage 2 480 459 - 813 647 - - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 237 246 839 212 245 938 1098 1098 - - 1247 - - Mov Cap-2 Maneuver 237 246 - 212 245 - - - - - - - - Stage 1 667 650 - 411 461 - - - - - - - - Stage 2 477 459 - 666 644 - - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12 22.8 5 0.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1098 - - 673 232 1247 - - HCM Lane V/C Ratio 0.216 - - 0.24 0.131 0.005 - - HCM Control Delay (s) 9.2 - - 12 22.8 7.9 - - HCM Lane LOS A - - B C A - - HCM 95th %tile Q(veh) 0.8 - - 0.9 0.4 0 - - HCM 2010 TWSC Bozeman Costco Expansion 305: Valley Center Dr & Catron St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 5 Intersection Int Delay, s/veh 7.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 28 372 360 308 406 87 Future Vol, veh/h 28 372 360 308 406 87 Conflicting Peds, #/hr 2 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 0 2 2 3 4 1 Mvmt Flow 30 404 391 335 441 95 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1441 268 536 0 - 0 Stage 1 489 - - - - - Stage 2 952 - - - - - Critical Hdwy 6.8 6.94 4.14 - - - Critical Hdwy Stg 1 5.8 - - - - - Critical Hdwy Stg 2 5.8 - - - - - Follow-up Hdwy 3.5 3.32 2.22 - - - Pot Cap-1 Maneuver 126 730 1028 - - - Stage 1 588 - - - - - Stage 2 340 - - - - - Platoon blocked, %- - - Mov Cap-1 Maneuver 78 730 1028 - - - Mov Cap-2 Maneuver 78 - - - - - Stage 1 588 - - - - - Stage 2 211 - - - - - Approach EB NB SB HCM Control Delay, s 20.2 5.7 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1028 - 78 730 - - HCM Lane V/C Ratio 0.381 - 0.39 0.554 - - HCM Control Delay (s) 10.6 - 78 15.9 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 1.8 - 1.5 3.4 - - HCM 2010 TWSC Bozeman Costco Expansion 306: Costco East Dwy/Max Ave & Catron St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 6 Intersection Int Delay, s/veh 21 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 177 67 150 171 126 38 67 144 72 86 18 Future Vol, veh/h 15 177 67 150 171 126 38 67 144 72 86 18 Conflicting Peds, #/hr 1 0 4 4 0 1 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 - - - - - 155 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 93 93 93 93 93 93 93 93 93 93 93 93 Heavy Vehicles, % 0 2 6 0 4 2 3 2 2 2 4 0 Mvmt Flow 16 190 72 161 184 135 41 72 155 77 92 19 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 185 0 0 266 0 0 825 770 232 881 806 185 Stage 1 - - - - - - 263 263 - 507 507 - Stage 2 - - - - - - 562 507 - 374 299 - Critical Hdwy 4.1 - - 4.1 - - 7.13 6.52 6.22 7.12 6.54 6.2 Critical Hdwy Stg 1 - - - - - - 6.13 5.52 - 6.12 5.54 - Critical Hdwy Stg 2 - - - - - - 6.13 5.52 - 6.12 5.54 - Follow-up Hdwy 2.2 - - 2.2 - - 3.527 4.018 3.318 3.518 4.036 3.3 Pot Cap-1 Maneuver 1402 - - 1310 - - 290 331 807 267 313 862 Stage 1 - - - - - - 740 691 - 548 536 - Stage 2 - - - - - - 510 539 - 647 663 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1402 - - 1308 - - 181 276 802 151 261 861 Mov Cap-2 Maneuver - - - - - - 181 276 - 151 261 - Stage 1 - - - - - - 728 679 - 540 454 - Stage 2 - - - - - - 337 457 - 460 652 - Approach EB WB NB SB HCM Control Delay, s 0.4 2.7 31.4 82.8 HCM LOS D F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 394 1402 - - 1308 - - 213 HCM Lane V/C Ratio 0.68 0.012 - - 0.123 - - 0.888 HCM Control Delay (s) 31.4 7.6 0 - 8.1 0 - 82.8 HCM Lane LOS D A A - A A - F HCM 95th %tile Q(veh) 4.9 0 - - 0.4 - - 7.1 HCM 2010 TWSC Bozeman Costco Expansion 307: Costco West Dwy/Target Dwy & Catron St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 7 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 62 163 15 5 132 91 7 7 7 90 14 56 Future Vol, veh/h 62 163 15 5 132 91 7 7 7 90 14 56 Conflicting Peds, #/hr 1 0 3 3 0 1 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 Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 0 3 0 0 3 1 0 0 0 3 0 0 Mvmt Flow 67 177 16 5 143 99 8 8 8 98 15 61 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 243 0 0 196 0 0 569 577 188 533 536 198 Stage 1 - - - - - - 323 323 - 205 205 - Stage 2 - - - - - - 246 254 - 328 331 - Critical Hdwy 4.1 - - 4.1 - - 7.1 6.5 6.2 7.13 6.5 6.2 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.13 5.5 - Critical Hdwy Stg 2 - - - - - - 6.1 5.5 - 6.13 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.527 4 3.3 Pot Cap-1 Maneuver 1335 - - 1389 - - 436 430 859 456 454 848 Stage 1 - - - - - - 693 654 - 795 736 - Stage 2 - - - - - - 762 701 - 683 649 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1330 - - 1389 - - 373 402 857 424 425 844 Mov Cap-2 Maneuver - - - - - - 373 402 - 424 425 - Stage 1 - - - - - - 652 615 - 749 732 - Stage 2 - - - - - - 687 698 - 630 610 - Approach EB WB NB SB HCM Control Delay, s 2 0.2 13 15.5 HCM LOS B C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 474 1330 - - 1389 - - 514 HCM Lane V/C Ratio 0.048 0.051 - - 0.004 - - 0.338 HCM Control Delay (s) 13 7.9 0 - 7.6 0 - 15.5 HCM Lane LOS B A A - A A - C HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 1.5 HCM 2010 TWSC Bozeman Costco Expansion 308: 27th Ave & Catron St Year 2018 Total Traffic, Saturday Midday Peak Hour Kittelson & Associates, Inc.Synchro 9 Report 12/20/2016 Page 8 Intersection Int Delay, s/veh 9.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 132 3 34 126 35 14 35 55 53 40 10 Future Vol, veh/h 1 132 3 34 126 35 14 35 55 53 40 10 Conflicting Peds, #/hr 5 0 0 0 0 5 1 0 2 2 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 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 0 1 0 0 0 7 14 6 3 2 0 0 Mvmt Flow 1 147 3 38 140 39 16 39 61 59 44 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 364 302 51 346 277 76 57 0 0 102 0 0 Stage 1 169 169 - 103 103 - - - - - - - Stage 2 195 133 - 243 174 - - - - - - - Critical Hdwy 7.1 6.51 6.2 7.1 6.5 6.27 4.24 - - 4.12 - - Critical Hdwy Stg 1 6.1 5.51 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.51 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4.009 3.3 3.5 4 3.363 2.326 - - 2.218 - - Pot Cap-1 Maneuver 596 612 1023 612 634 971 1474 - - 1490 - - Stage 1 838 761 - 908 814 - - - - - - - Stage 2 811 788 - 765 759 - - - - - - - Platoon blocked, %- - - - Mov Cap-1 Maneuver 448 578 1022 471 599 965 1474 - - 1483 - - Mov Cap-2 Maneuver 448 578 - 471 599 - - - - - - - Stage 1 827 729 - 895 803 - - - - - - - Stage 2 632 777 - 584 727 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.3 14.1 1 3.9 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1474 - - 582 612 1483 - - HCM Lane V/C Ratio 0.011 - - 0.26 0.354 0.04 - - HCM Control Delay (s) 7.5 0 - 13.3 14.1 7.5 0 - HCM Lane LOS A A - B B A A - HCM 95th %tile Q(veh) 0 - - 1 1.6 0.1 - - Attachment C Signal Warrant Worksheets KITTELSON & ASSOCIATES, INC. 610 SW Alder, Suite 700 Portland, Oregon 97205 Begin End EB WB NB SB (503) 228-5230 5:00 PM 6:00 PM 260 430 245 175 2nd Highest Hour 246 407 219 156 3rd Highest Hour 243 401 190 135 Project #: 4th Highest Hour 232 384 187 134 Project Name: 5th Highest Hour 229 378 166 119 Analyst: 6th Highest Hour 229 378 163 117 Date: 7th Highest Hour 218 361 158 113 File: 8th Highest Hour 215 355 145 103 9th Highest Hour 208 344 137 98 Intersection: 10th Highest Hour 194 321 132 94 Scenario: 11th Highest Hour 187 310 129 92 12th Highest Hour 184 304 129 92 13th Highest Hour 177 292 126 90 14th Highest Hour 153 252 105 75 15th Highest Hour 121 201 103 73 Warrant Name Analyzed? Met? 16th Highest Hour 114 189 74 53 #1 Eight-Hour Vehicular Volume Yes No 17th Highest Hour 80 132 74 53 #2 Four-Hour Vehicular volume Yes No 18th Highest Hour 66 109 50 36 #3 Peak Hour Yes No 19th Highest Hour 35 57 32 23 #4 Pedestrian Volume No - 20th Highest Hour 24 40 26 19 #5 School Crossing No - 21st Highest Hour 21 34 13 9 #6 Coordinated Signal System No - 22nd Highest Hour 14 23 11 8 #7 Crash Experience No - 23rd Highest Hour 7 11 11 8 #8 Roadway Network No - 24th Highest Hour 7 11 8 6 #9 Intersection Near a Grade Crossing No - Volume Adjustment Factor = 1.0 North-South Approach = Minor East-West Approach = Major Major Street Thru Lanes = 1 Minor Street Thru Lanes = 1 A 500 150 7 No Speed > 40 mph? No B 750 75 0 No Population < 10,000? No A 400 120 13 Yes Warrant Factor 100% B 600 60 6 No Peak Hour or Daily Count? Peak Hour A 350 105 14 Yes B 525 53 9 Yes Major Street: 4th-Highest Hour / Peak Hour 89% A 280 84 15 Yes Major Street: 8th-Highest Hour / Peak Hour 83% B 420 42 13 Yes Minor Street: 4th-Highest Hour / Peak Hour 76% Minor Street: 8th-Highest Hour / Peak Hour 59% Warrant Summary 2018 Traffic Conditions (PM) 20533 Bozeman Costco AJD 3/30/2017 H:\projfile\20533 - Bozeman Costco Expansion\excel\[20533_Signal Warrant Analysis_PM_EastCostcoDriveway_3.30.2017.xls]Data Input Parameters Hour Major Street Minor Street Analysis Traffic Volumes Max Ave/Catron St (East Costco Driveway) Warrant #1 - Eight Hour Warrant Factor Condition Major Street Requirement Minor Street Requirement Hours That Condition Is Met Condition for Warrant Factor Met? Signal Warrant Met? 56% Yes 70% Yes 100% No 80% Yes 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 Hi g h e r M i n o r S t r e e t Combined Major Street Warrant #2 - Four-Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 500 600 400 500 600 700 800 900 100011001200130014001500160017001800 Hig h e r M i n o r S t r e e t Combined Major Street Warrant #3 - Peak Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes KITTELSON & ASSOCIATES, INC. 610 SW Alder, Suite 700 Portland, Oregon 97205 Begin End EB WB NB SB (503) 228-5230 5:00 PM 6:00 PM 255 445 250 175 2nd Highest Hour 241 421 223 156 3rd Highest Hour 238 415 194 135 Project #: 4th Highest Hour 228 398 191 134 Project Name: 5th Highest Hour 224 392 169 119 Analyst: 6th Highest Hour 224 392 167 117 Date: 7th Highest Hour 214 374 161 113 File: 8th Highest Hour 211 368 148 103 9th Highest Hour 204 356 140 98 Intersection: 10th Highest Hour 190 332 134 94 Scenario: 11th Highest Hour 184 320 132 92 12th Highest Hour 180 314 132 92 13th Highest Hour 173 303 129 90 14th Highest Hour 150 261 108 75 15th Highest Hour 119 208 105 73 Warrant Name Analyzed? Met? 16th Highest Hour 112 196 75 53 #1 Eight-Hour Vehicular Volume Yes No 17th Highest Hour 78 136 75 53 #2 Four-Hour Vehicular volume Yes No 18th Highest Hour 65 113 51 36 #3 Peak Hour Yes No 19th Highest Hour 34 59 32 23 #4 Pedestrian Volume No - 20th Highest Hour 24 42 27 19 #5 School Crossing No - 21st Highest Hour 20 36 13 9 #6 Coordinated Signal System No - 22nd Highest Hour 14 24 11 8 #7 Crash Experience No - 23rd Highest Hour 7 12 11 8 #8 Roadway Network No - 24th Highest Hour 7 12 8 6 #9 Intersection Near a Grade Crossing No - Volume Adjustment Factor = 1.0 North-South Approach = Minor East-West Approach = Major Major Street Thru Lanes = 1 Minor Street Thru Lanes = 1 A 500 150 7 No Speed > 40 mph? No B 750 75 0 No Population < 10,000? No A 400 120 13 Yes Warrant Factor 100% B 600 60 6 No Peak Hour or Daily Count? Peak Hour A 350 105 14 Yes B 525 53 9 Yes Major Street: 4th-Highest Hour / Peak Hour 89% A 280 84 15 Yes Major Street: 8th-Highest Hour / Peak Hour 83% B 420 42 13 Yes Minor Street: 4th-Highest Hour / Peak Hour 76% Minor Street: 8th-Highest Hour / Peak Hour 59% Warrant Summary 2018 Traffic Conditions (SAT) 20533 Bozeman Costco AJD 3/30/2017 H:\projfile\20533 - Bozeman Costco Expansion\excel\[20533_Signal Warrant Analysis_SAT_EastCostcoDriveway_3.30.2017.xls]Data Input Parameters Hour Major Street Minor Street Analysis Traffic Volumes Max Ave/Catron St (East Costco Driveway) Warrant #1 - Eight Hour Warrant Factor Condition Major Street Requirement Minor Street Requirement Hours That Condition Is Met Condition for Warrant Factor Met? Signal Warrant Met? 56% Yes 70% Yes 100% No 80% Yes 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 Hi g h e r M i n o r S t r e e t Combined Major Street Warrant #2 - Four-Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 500 600 400 500 600 700 800 900 100011001200130014001500160017001800 Hig h e r M i n o r S t r e e t Combined Major Street Warrant #3 - Peak Hour 100% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes KITTELSON & ASSOCIATES, INC. 610 SW Alder, Suite 700 Portland, Oregon 97205 Begin End NB SB EB WB (503) 228-5230 5:00 PM 6:00 PM 780 420 45 0 2nd Highest Hour 729 393 43 0 3rd Highest Hour 719 387 42 0 Project #: 4th Highest Hour 699 376 40 0 Project Name: 5th Highest Hour 638 344 40 0 Analyst: 6th Highest Hour 628 338 40 0 Date: 7th Highest Hour 588 316 38 0 File: 8th Highest Hour 547 295 37 0 9th Highest Hour 547 295 36 0 Intersection: 10th Highest Hour 537 289 34 0 Scenario: 11th Highest Hour 506 273 32 0 12th Highest Hour 476 256 32 0 13th Highest Hour 466 251 31 0 14th Highest Hour 446 240 26 0 15th Highest Hour 355 191 21 0 Warrant Name Analyzed? Met? 16th Highest Hour 334 180 20 0 #1 Eight-Hour Vehicular Volume Yes No 17th Highest Hour 304 164 14 0 #2 Four-Hour Vehicular volume Yes No 18th Highest Hour 263 142 11 0 #3 Peak Hour Yes No 19th Highest Hour 213 115 6 0 #4 Pedestrian Volume No - 20th Highest Hour 101 55 4 0 #5 School Crossing No - 21st Highest Hour 91 49 4 0 #6 Coordinated Signal System No - 22nd Highest Hour 61 33 2 0 #7 Crash Experience No - 23rd Highest Hour 51 27 1 0 #8 Roadway Network No - 24th Highest Hour 51 27 1 0 #9 Intersection Near a Grade Crossing No - Volume Adjustment Factor = 1.0 North-South Approach = Major East-West Approach = Minor Major Street Thru Lanes = 1 Minor Street Thru Lanes = 1 A 500 150 0 No Speed > 40 mph? Yes B 750 75 0 No Population < 10,000? No A 400 120 0 No Warrant Factor 70% B 600 60 0 No Peak Hour or Daily Count? Peak Hour A 350 105 0 No B 525 53 0 No Major Street: 4th-Highest Hour / Peak Hour 90% A 280 84 0 No Major Street: 8th-Highest Hour / Peak Hour 70% B 420 42 3 No Minor Street: 4th-Highest Hour / Peak Hour 89% Minor Street: 8th-Highest Hour / Peak Hour 83% Signal Warrant Met? 100% No 80% No 70% No 2018 Traffic Conditions (PM) Warrant Summary Input Parameters Warrant #1 - Eight Hour Warrant Factor Condition Major Street Requirement Minor Street Requirement Hours That Condition Is Met Condition for Warrant Factor Met? 20533 Bozeman Costco AJD 3/30/2017 H:\projfile\20533 - Bozeman Costco Expansion\excel\[20533_Signal Warrant Analysis_PM__Catron_ValleyCenter_3.30.2017.xls]Data Catron St/Valley Center Drive 56% No Analysis Traffic Volumes Hour Major Street Minor Street 0 100 200 300 400 200 300 400 500 600 700 800 900 1000 Hi g h e r M i n o r S t r e e t Combined Major Street Warrant #2 - Four Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 Hi g h e r M i n o r S t r e e t Combined Major Street Warrant #3 - Peak Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes KITTELSON & ASSOCIATES, INC. 610 SW Alder, Suite 700 Portland, Oregon 97205 Begin End NB SB EB WB (503) 228-5230 5:00 PM 6:00 PM 670 490 30 0 2nd Highest Hour 626 458 28 0 3rd Highest Hour 618 452 28 0 Project #: 4th Highest Hour 600 439 27 0 Project Name: 5th Highest Hour 548 401 26 0 Analyst: 6th Highest Hour 539 395 26 0 Date: 7th Highest Hour 505 369 25 0 File: 8th Highest Hour 470 344 25 0 9th Highest Hour 470 344 24 0 Intersection: 10th Highest Hour 461 337 22 0 Scenario: 11th Highest Hour 435 318 22 0 12th Highest Hour 409 299 21 0 13th Highest Hour 400 293 20 0 14th Highest Hour 383 280 18 0 15th Highest Hour 305 223 14 0 Warrant Name Analyzed? Met? 16th Highest Hour 287 210 13 0 #1 Eight-Hour Vehicular Volume Yes No 17th Highest Hour 261 191 9 0 #2 Four-Hour Vehicular volume Yes No 18th Highest Hour 226 165 8 0 #3 Peak Hour Yes No 19th Highest Hour 183 134 4 0 #4 Pedestrian Volume No - 20th Highest Hour 87 64 3 0 #5 School Crossing No - 21st Highest Hour 78 57 2 0 #6 Coordinated Signal System No - 22nd Highest Hour 52 38 2 0 #7 Crash Experience No - 23rd Highest Hour 44 32 1 0 #8 Roadway Network No - 24th Highest Hour 44 32 1 0 #9 Intersection Near a Grade Crossing No - Volume Adjustment Factor = 1.0 North-South Approach = Major East-West Approach = Minor Major Street Thru Lanes = 1 Minor Street Thru Lanes = 1 A 500 150 0 No Speed > 40 mph? Yes B 750 75 0 No Population < 10,000? No A 400 120 0 No Warrant Factor 70% B 600 60 0 No Peak Hour or Daily Count? Peak Hour A 350 105 0 No B 525 53 0 No Major Street: 4th-Highest Hour / Peak Hour 90% A 280 84 0 No Major Street: 8th-Highest Hour / Peak Hour 70% B 420 42 0 No Minor Street: 4th-Highest Hour / Peak Hour 89% Minor Street: 8th-Highest Hour / Peak Hour 83% 56% No Analysis Traffic Volumes Hour Major Street Minor Street 20533 Bozeman Costco AJD 3/30/2017 H:\projfile\20533 - Bozeman Costco Expansion\excel\[20533_Signal Warrant Analysis_PM__Catron_ValleyCenter_3.30.2017.xls]Data Catron St/Valley Center Drive 2018 Traffic Conditions (SAT) Warrant Summary Input Parameters Warrant #1 - Eight Hour Warrant Factor Condition Major Street Requirement Minor Street Requirement Hours That Condition Is Met Condition for Warrant Factor Met? Signal Warrant Met? 100% No 80% No 70% No 0 100 200 300 400 200 300 400 500 600 700 800 900 1000 Hi g h e r M i n o r S t r e e t Combined Major Street Warrant #2 - Four Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes 0 100 200 300 400 500 300 400 500 600 700 800 900 1000 1100 1200 1300 Hi g h e r M i n o r S t r e e t Combined Major Street Warrant #3 - Peak Hour 70% Warrant Factor 2 Major / 2 Minor 2 Major / 1 Minor 1 Major / 2 Minor 1 Major / 1 Minor Traffic Volumes Attachment D Parking Data Worksheets Field Tech Name: DC ZONE ZONE STALL TYPE Regular ADA Regular ADA Employee of the Month Regular ADA Rear Loading Truck Spaces Rear Loading Unmarked STALL TYPE Available Stalls 236 10 239 8 2 55 0 4 N/A Available Stalls Time Time 10:00 AM 86 3 84 1 0 24 - 1 4 10:00 AM 10:30 AM 126 4 126 7 0 27 - 1 1 10:30 AM 11:00 AM 156 7 148 7 0 28 - 1 0 11:00 AM 11:30 AM 140 7 143 5 0 30 - 1 2 11:30 AM 12:00 PM 162 5 174 6 0 37 - 1 0 12:00 PM 12:30 PM 162 2 183 8 0 35 - 1 1 12:30 PM 1:00 PM 175 6 185 7 0 28 - 1 0 1:00 PM 1:30 PM 144 6 164 4 0 22 -1 0 1:30 PM 2:00 PM 163 5 168 7 0 23 -1 0 2:00 PM 2:30 PM 155 8 164 6 0 25 -1 0 2:30 PM 3:00 PM 161 5 189 5 0 22 -1 0 3:00 PM 3:30 PM 148 5 170 5 0 20 -1 0 3:30 PM 4:00 PM 147 3 177 5 0 21 -1 0 4:00 PM 4:30 PM 159 4 175 7 0 19 -1 0 4:30 PM 5:00 PM 128 3 164 6 1 20 -1 0 5:00 PM 5:30 PM 113 2 146 7 1 16 -1 1 5:30 PM 6:00 PM 137 1 149 3 1 13 -1 1 6:00 PM 6:30 PM 104 1 120 5 1 9 -1 1 6:30 PM 7:00 PM 69 0 109 1 1 9 -1 0 7:00 PM 7:30 PM 63 0 91 1 1 7 -1 0 7:30 PM 8:00 PM 48 0 71 1 1 6 - 1 0 8:00 PM 8:30 PM 20 0 40 1 1 6 - 1 0 8:30 PM Friday Notes: 1 2 3 Occupied Stalls Occupied Stalls Occupied Stalls Bozeman Costco Parking Utilization Survey 2505 Catron St, Bozeman, MT 59718 Friday - 9/9/2016 SOUTH EAST WEST Zone 1: 6 spots taken by Uhaul trailer 10-11a. 3 spots blocked by fuel truck unloading fuel 10a, 11-1130a, 1-130p, 2-3p. 2 spots blocked by fuel truck 12-1230p. 5 spots taken by truck + trailer 12p. 5 spots taken up by van + tralier 3-430p. 2 spots taken by trailer + truck 3-4p, 630-7p, 830p. 2 spots taken by trailer + truck 430-530p, 730-8p. Zone 2: 4 spots taken up by truck + trailer 11a. 5 spots taken by truck + trailer 3p. 2 spots taken by truck + trailer 330-430p, 630-7p, 8p. Field Tech Name: DC ZONE ZONE STALL TYPE Regular ADA Regular ADA Employee of the Month Regular ADA Rear Loading Truck Spaces Rear Loading Unmarked STALL TYPE Available Stalls 236 10 239 8 2 55 0 4 N/A Available Stalls Time Time 10:00 AM 103 4 106 3 0 28 - 1 0 10:00 AM 10:30 AM 133 2 123 5 0 29 - 1 0 10:30 AM 11:00 AM 130 2 136 4 0 30 - 1 0 11:00 AM 11:30 AM 150 3 155 2 0 30 - 1 1 11:30 AM 12:00 PM 149 2 160 6 0 31 - 1 0 12:00 PM 12:30 PM 181 3 179 7 0 24 - 1 0 12:30 PM 1:00 PM 171 7 168 7 0 25 - 1 0 1:00 PM 1:30 PM 157 7 177 8 0 25 - 1 0 1:30 PM 2:00 PM 162 3 178 2 0 22 - 1 0 2:00 PM 2:30 PM 166 2 161 6 0 22 - 1 0 2:30 PM 3:00 PM 155 4 175 6 0 30 - 1 0 3:00 PM 3:30 PM 151 4 171 5 0 30 - 1 0 3:30 PM 4:00 PM 125 2 163 4 0 28 - 1 1 4:00 PM 4:30 PM 135 1 149 5 0 24 - 1 0 4:30 PM 5:00 PM 106 0 135 4 0 16 - 1 0 5:00 PM 5:30 PM 121 0 121 4 0 13 - 1 0 5:30 PM 6:00 PM 77 0 91 0 0 12 - 1 0 6:00 PM Saturday Notes: Zone 1: 4 spots taken by bus 10-11a. 4 spots taken by truck + camper 1030a. 2 spots taken by truck + trailer 11a-12p, 2p, 3p. 2 spots taken by car + trailer 1130a-12p. 4 spots taken by truck + trailer 230p, 330-4p. 2 spots taken by truck + trailer 3p. Zone 2: 2 spots taken by truck + trailer 1030a, 3-4p, 5-530p. 3 spots taken by truck + camper 1230p. 4 spots taken by truck + trailer 3p. Zone 3: 6 spots taken by truck + trailer 3-430p. Bozeman Costco Parking Utilization Survey 2505 Catron St, Bozeman, MT 59718 Saturday - 9/10/2016 SOUTH EAST WEST 1 2 3 Occupied Stalls Occupied Stalls Occupied Stalls