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Spack Chanhassen Redevelopment Traffic Impact Study - 2017-12-05 I hereby certify this report was prepared by me or under my direct supervision, and I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. By: Bryant J. Ficek, P.E., P.T.O.E. License No. 42802 Date: Chanhassen Panera Development Site Chanhassen, Minnesota December 5, 2017 Traffic Impact Study i Chanhassen Panera Development Site Executive Summary Background: The existing Chanhassen Inn is proposed for redevelopment into Panera Bread sit-down restaurant with a drive-thru is proposed at the existing Chanhassen Inn site. The purpose of this study is to determine the traffic impacts associated with the build out of the proposed development on the study intersections where significant impact is anticipated. Results: The principal findings of this traffic study are:  The proposed redevelopment is expected to generate approximately 1,068 new daily trips, approximately 92 new trips during the AM peak hour and approximately 74 new trips during the PM peak hour.  This new traffic associated with the proposed redevelopment represents an approximate three to nine time increase beyond what the site currently generates today.  Within the last three years, 28 crashes occurred within the study area. The most significant in terms of traffic operations outside normal expectations, are the five of six total crashes at the W 79th Street/Great Plains Boulevard intersection designated as left turn/right angle crashes.  The existing conditions show queues along Great Plains Boulevard at the Arboretum Boulevard intersection stretch back to the W 79th Street intersection, impeding normal operations at the latter intersection. These queueing conditions occur during approximately five hours of a typical weekday.  All intersections are projected to operate with acceptable overall delays and queueing through all scenarios, except for the Arboretum Boulevard/Great Plains Boulevard intersection.  The eastbound left turn movement at W 79th Street experiences long delays during the PM peak No-Build and Build scenarios, occasionally blocking the adjacent gas station access.  Negligible queue lengths are expected at the site accesses.  The proposed parking stalls exceed both the City requirements and the expected peak demand.  The drive-thru has sufficient space to accommodate the expected peak stacking based on data of fast food restaurants.  Pedestrians connections to the north and bicycle facilities are not shown in the current site plan. Recommendations: The following items are recommended based on the analyses and results:  Reevaluate the signal timing at the Arboretum Boulevard/Great Plains Boulevard intersection.  Begin planning for the restriction of the W 79th Street/Great Plain Boulevard to 3/4-access, eliminating the W 79th Street left turn and through movements.  Add signage directing drivers on W 79th Street to use Market Boulevard for travel to the north.  Encourage/schedule truck deliveries and trash pickup outside of the weekday peak periods.  Provide additional pedestrian connections to the existing northern pedestrian facilities along W 79th Street.  Provide short term bicycle parking facilities for restaurant customers to help encourage multimodal travel to and from the development. Traffic Impact Study ii Chanhassen Panera Development Site TABLE OF CONTENTS i. Introduction .......................................................................................... 1 ii. Existing Conditions .............................................................................. 2 iii. Forecasted Traffic ................................................................................ 5 iv. Analyses ............................................................................................... 7 v. Conclusions and Recommendations ................................................ 18 vi. Appendix ............................................................................................. 20 LIST OF TABLES & CHARTS Table 1 – Study Corridor Characteristics ................................................. 2 Table 2 – Study Area Crash History Summary ......................................... 3 Table 3 – Net New Trip Generation ........................................................... 5 Table 4 – Trip Generation Comparison ..................................................... 7 Chart 1 – Study Corridor Volume to Capacity .......................................... 8 Chart 2 – AM Peak Hour Delays: Signal Controlled Intersection ............ 9 Chart 3 – PM Peak Hour Delays: Signal Controlled Intersection .......... 10 Chart 4 – AM Peak Hour Queues: Arboretum Boulevard/Great Plains Boulevard ............................................................................................. 10 Chart 5 – PM Peak Hour Queues: Arboretum Boulevard/Great Plains Boulevard ............................................................................................. 11 Chart 6 – AM Peak Hour Queues: Side Street Stop Sign Controlled Intersection .......................................................................................... 12 Chart 7 – PM Peak Hour Queues: Side Street Stop Sign Controlled Intersection .......................................................................................... 12 Table 5 – Trip Generation Comparison ................................................... 13 Traffic Impact Study 1 Chanhassen Panera Development Site i. Introduction a. Proposed Development The existing Chanhassen Inn site is proposed for redevelopment into a Panera Bread restaurant with a drive-thru. Located south of W 79th Street and west of the newly constructed Chick-fil-A site in Chanhassen, Minnesota, this redevelopment will include a 4,450 square feet building with 60 parking stalls and 110 seats (88 interior and 22 outside patio). b. Purpose of Study The purpose of this study is to determine the traffic impacts associated with the build out of the proposed redevelopment. The traffic impacts are studied on the roads and intersections where significant impact is anticipated, and improvements are recommended where mitigation is needed. The primary concern is the impact of traffic operations at the Great Plains Boulevard/W 79th Street intersection. For those not familiar with the general concepts and terms associated with traffic engineering, The Language of Traffic Engineering guide is included in the Appendix. c. Study Objectives The objectives of this study are: i. Document how the study intersections and roadways currently operate including a review of the most recent crash data. ii. Forecast the amount of traffic expected to be generated by the proposed development and compare that expectation to the existing hotel traffic. iii. Determine how the study intersections and roadways will operate in the future with and without the proposed development. iv. Review the site circulation and multi-modal aspect. v. Recommend appropriate mitigation measures if poor operations or areas of concern are identified. vi. Compare the study results with the from previous studies within the area, such as the Chick-fil-A Traffic Impact Study and the Great Plains Boulevard Traffic Study. For the purposes of this traffic study, the study intersections where the greatest impact is expected were chosen for review and include: i. Arboretum Boulevard (MN 5)/Great Plains Boulevard ii. W 79th Street/Great Plains Boulevard iii. W 79th Street/Eastern Gas Station Access iv. W 79th Street/Western Gas Station Access v. W 79th Street/Eastern Site Access vi. W 79th Street/Western Site Access The full build year of 2019 was chosen for this study representing the first full year of operation after completion of the redevelopment. Traffic Impact Study 2 Chanhassen Panera Development Site ii. Existing Conditions a. Corridor Characteristics As mentioned, the proposed site is located south of W 79th Street and west of the newly constructed Chick-fil-A site. Figure 1 shows the vicinity of the site and the study area, while Figure 2 shows the proposed site’s Concept Plan. Table 1 shows the characteristics of the key roadway corridors around this site and within the study area. Table 1 – Study Corridor Characteristics Name Designation1 Classification2 Speed Limit Lanes Transit Peds/ Bicycles Arboretum Boulevard TH 5 A Minor Arterial 55 mph 4 divided 4 Routes Sidewalk on north side Great Plains Boulevard MSA 119 Minor Collector 30 mph 4 undivided 4 Routes Sidewalk on both sides W 79th Street - Local Road 30 mph 2 undivided - Sidewalk on north side 1TH = Trunk Highway, MSA = Municipal State Aid Route. 2 Met Council Functional Classification. b. Traffic Volumes Intersection videos were collected at the study intersections under normal weekday conditions in October 2017. Using these videos, 48-hour turning movement counts were collected at the study intersections. Counts for the two days were averaged together to smooth out possible irregularities in the data. The AM and PM peak hours for the project area intersections along the W 79th Street are from 7:45 to 8:45 AM and 6:30 to 7:30 PM. These peaks correspond with the peak use of restaurants in the area. The peak hours of the Arboretum Boulevard/Great Plains Boulevard intersection vary slightly, 7:15 to 8:15 AM and 4:45 to 5:45 PM, based on commuter traffic on the highway. For the purposes of this evaluation, the peak hour volumes for each were used. The W 79th Street corridor volumes show relatively little change between the corridor peak hours and the Arboretum Boulevard/Great Plains Boulevard intersection peak hour volumes. In addition, using the commuter peak hour volumes allow for review when the impact of the signalized intersection’s southbound queues is greatest. The turning movement count data from the counts are contained in 15-minute intervals in the Appendix. c. Existing Observations All study area intersections were observed during the peak hours to better understand the area operations. The key observations are:  During the AM peak hour, the southbound left queue along Great Plains Boulevard at the Arboretum Boulevard intersection extends back into the W 79th Street/Great Plains Boulevard intersection. We observed several Traffic Impact Study 3 Chanhassen Panera Development Site signal cycles during this peak hour where the southbound left turn queue blocked the southbound through and eastbound right turn movements.  During the PM peak hour, the southbound left queue along Great Plains Boulevard at the Arboretum Boulevard intersection stretches beyond the W 79th Street/Great Plains Boulevard intersection. This southbound left turn queue blocks southbound through and eastbound right vehicles from completing their movement and results with additional queueing that blocks the eastern gas station exit on W 79th Street. When the southbound approach on Great Plains Boulevard at the Arboretum Boulevard intersection receives a green light, these queues are able to clear on all approaches.  During both peak periods, operation of the W 79th Street/Great Plains Boulevard intersection becomes complicated. Drivers in the southbound queue, cognizant of this side-street stop-controlled intersection, generally provide a gap for the eastbound motorist left turn movements to head north on Great Plains Boulevard. This results in the intersection working more like an all-way stop intersection with drivers using eye contact and waving for when to proceed. This continues until the southbound queue clears and vehicles along the cross street at W 79th Street/Great Plains Boulevard complete their movements. This operation, while generally allowing motorists to proceed faster than otherwise would be expected, is not ideal and represents a safety concern. d. Crash History Review Using the Minnesota Crash Mapping Analysis Tool (MnCMAT), as developed by the Minnesota Department of Transportation (MnDOT), we obtained the study intersection crash reports for the most recent three-year timeframe, years 2013 to 2015. Analyzing these reports can help show potential areas of concern within a roadway system due to high crash rates, or patterns in type of crashes. Table 2 shows a summary of the crashes in the study area by year and severity. Table 2 – Study Area Crash History Summary Year Severity Type Total Fatal A injury B Injury C Injury PD1 2013 2014 2015 0 0 0 0 0 0 1 2 0 1 3 1 8 9 3 10 14 4 Totals 0 0 3 5 20 28 1 PD stands for Property Damage Only. Of the 28 crashes in this three-year period, six occurred at or near the Great Plains Boulevard intersection with W 79th Street West (western leg). Five of these crashes were designated as left turn/right angle crashes and one as sideswipe passing. These crashes are likely the result of drivers taking chances when turning due to a lack of gaps during the peak periods. There is a potential for drivers to be confused Traffic Impact Study 4 Chanhassen Panera Development Site by the continuous southbound left turn lane or the wide northbound pavement area which transitions from one to two lanes. The remaining 22 crashes occurred at the Arboretum Boulevard/Great Plains Boulevard intersection. 16 of these crashes were classified as rear end crashes, four as left turn/right angle crashes, and two as sideswipe crashes. These crashes are most likely due to the traffic signal at the intersection, where rear end collisions are more common. The crashes and trends match our expectations based on observations of the study area. The crash detail information is attached in the appendix. Traffic Impact Study 5 Chanhassen Panera Development Site iii. Forecasted Traffic a. Site Traffic Forecasting The Institute of Transportation Engineers’ (ITE) Trip Generation Manual, 10th Edition, is the standard document for determining expected traffic for proposed land uses. ITE compiles studies from across the Country to determine the expected traffic associated with various land uses. Using this ITE information, trip generation forecasts can be made for this proposed development site. The proposed development most closely fits the new ITE land use of Fast Casual Restaurants. Unfortunately, this data set contains only one study for determining trip generation. Also, the corresponding trip rates do not appear to accurately represent the expected trip generation of the proposed development based on general knowledge of the incoming restaurant. For this reason, the ITE land use of Fast- Food Restaurant with Drive-Thru Window was chosen for the trip generation calculations. This land use is similar to the proposed development, contains many data points for a quality average rate, and results with a trip generation that more closely represents what we would expected from the proposed redevelopment. For the analysis, the raw trip generation was divided among two types of trips – new and pass-by. Pass-by trips are those vehicles already on the roads which will stop at the development site in the future. New trips represent traffic increasing the overall number of vehicles at the intersections. All pass-by percentages used in this study were based on the values published in the ITE Trip Generation Manual, 10th Edition. The breakdown between these types of trip generation for this land use is:  49 percent Pass-By Trips.  51 percent New Trips. The resultant new trips generated by the proposed development are shown in Table 3. It is noted while pass-by trips are not new to the system, they are new to the site and are included at the driveways. A detailed trip generation table showing the exact breakdowns is provided in the Appendix. Table 3 – Net New Trip Generation Land Use Code – Source Description & Size Daily AM Peak Hour PM Peak Hour In Out In Out In Out 934 - ITE Fast-Food Restaurant with Drive-Thru Window (4,500 sq. ft.) 534 534 66 65 48 48 TOTAL NEW TRIPS GENERATED 534 534 66 65 48 48 Traffic Impact Study 6 Chanhassen Panera Development Site A trip distribution pattern was then developed for the generated traffic going to and from the site. This pattern is based on the existing traffic volumes and access to the regional transportation system. The general trip distribution pattern assumed for this study is: i. 40% of the generated traffic to/from the west on Arboretum Boulevard and W 79th Street. ii. 44% of the generated traffic to/from the east on Arboretum Boulevard. iii. 8% of the generated traffic to/from the south on Great Plains Boulevard. iv. 8% of the generated traffic to/from the north on Great Plains Boulevard. Traffic generated by the site development was assigned to the area roadways per this distribution pattern. b. Non-site Traffic Forecasting To account for non-specific development in the area, background growth rates were determined based on the MnDOT’s County growth factors. Carver County has a 20- year growth factor of 1.8, resulting in a 3.0% annual growth rate. This rate does account for potential developments within the region and for that reason, the traffic rates were only applied to through traffic on Great Plains Boulevard and Arboretum Boulevard, not all individual turning movements. The background volume was added to the existing traffic to establish the 2019 No Build Scenario volumes. The resultant 2019 No Build peak hour forecasts are shown in the Appendix under the capacity analysis section for each scenario. c. Total Traffic Traffic forecasts were developed for the 2019 Build scenarios by removing the existing hotel traffic and adding the traffic generated by the proposed development to the No-Build forecast volumes. As there are some users the access both the hotel and Chick-fil-A, only 90% of the existing hotel traffic was removed from the development site accesses. This reduction assumes a more conservative reduction in traffic for the 2019 Build scenarios. Peak hour forecasts are shown in the Appendix. Traffic Impact Study 7 Chanhassen Panera Development Site iv. Analyses a. Trip Generation Comparison A trip generation comparison for the existing and proposed redevelopment of the site helps to show the magnitude of impact expected on the study roadways and intersections. The existing parking lot layout provides access to both the hotel and the adjacent Chick-Fil-A. The raw turning movement counts do not discern between the two adjacent land uses. To differentiate the trips between the two existing land uses, observations of the turning movements and ITE information were used. Observations revealed a very high percentage of trips are destined for the Chick-Fil-A. ITE information suggests the approximately 15% to 25% of the driveway traffic is for the hotel with the majority for the restaurant. Due to older nature of the hotel and our observations, only 15% of the driveway trips were assigned to the Chanhassen Inn and 85% of the driveway trips assigned to the Chick-Fil-A. Using the driveway counts and the assumed percentage of hotel traffic with the proposed redevelopment trip generation presented earlier, Table 4 shows the trip generation comparison. Table 4 – Trip Generation Comparison Case Land Use Daily AM Peak Hour PM Peak Hour In Out In Out In Out Existing Land Use Hotel (Chanhassen Inn) 204 204 10 10 26 25 Proposed Land Use Fast Food Restaurant with Drive-Thru Window (4,500 sq. ft.) 1,048 1,048 91 88 73 73 TOTAL INCREASE IN GENERATED TRIPS 844 844 81 78 47 48 As Table 4 shows, the proposed restaurant is expected to generate more traffic than the existing hotel. Depending upon the time frame, the increase is three to nine times over the existing. b. Corridor Vehicular Analysis While many factors contribute to a road feeling congested, the two biggest factors are volume, how many vehicles are using the road, and capacity, how many vehicles the road can accommodate a day. Transportation professionals use these pieces of information to create a ratio of volume to capacity. For example, a road with a volume to capacity ratio of 1.0, where the traffic demand is nearly equal to the traffic supply, will feel congested to motorists. Traffic Impact Study 8 Chanhassen Panera Development Site Below is a rough guide of the daily traffic volumes different types of roads can accommodate based on the Highway Capacity Manual, 6th Edition Exhibit 16-16. If the Average Daily Traffic (ADT) volume on a roadway is below the threshold, then it is considered un-congested. If the daily volume falls inside the range, the road is almost congested, and if the daily volume is over the threshold the road is congested.  2-Lane, undivided street (one in each direction with left turn lanes at busy intersections and coordinated signals), – 8,900 to 18,300 vehicles per day.  4-Lane street (two in each direction with left turn lanes at busy intersections and coordinated signals), – 18,600 to 36,800 vehicles per day. The above capacities represent physical capacity in ideal roadway conditions. Research from UC Berkley, for example, indicates quality of life along a residential street is negatively impacted when the ADT exceeds 1,000 vehicles per day. Therefore, the 1,000 vehicle per day threshold is used for the capacity along neighborhood two lane roads even though its physical capacity is approximately ten times larger. To provide an initial planning level screening, Chart 1 provides the daily volume to capacity ratios of the study corridors during each of the study full build out study year to determine if any of the roadway corridors are candidates for additional through lanes. As shown, Great Plains Boulevard and W 79th Street are below the planning level capacity thresholds. The data further suggests Arboretum Boulevard is over-capacity with congestion. These results are consistent with observations of the study area, particularly congestion on Arboretum Boulevard during the peak periods. In all cases, the proposed development adds to the daily volumes, but does not significantly impact the results. Chart 1 – Study Corridor Volume to Capacity Congested: volume/capacity of 1.0 or greater 0 0.2 0.4 0.6 0.8 1 1.2 1.4 Arboretum Boulevard Great Plains Boulevard W 79th StreetVolume to Capacity RatioExisting 2018 No-Build 2018 Build Traffic Impact Study 9 Chanhassen Panera Development Site c. Intersection Analysis The traffic operation analyses are based on delay calculations done in accordance with the methodology of the Highway Capacity Manual, 6th Edition. For this analysis, we used the Vistro software package, which utilizes the HCM procedures. The existing, 2019 No-Build, and 2019 Build scenarios were initially analyzed for both the AM and PM peak hours. Full calculations for each study scenario, including traffic operational Level of Service (LOS) grades and queue lengths, are included in the Appendix. Also, included in the Appendix is a guide explaining the Level of Service grade concept. Chart 2 (AM peak hour) and Chart 3 (PM peak hour) show the average peak hour delay for signal controlled intersections for each study scenario. The only intersection with traffic signal control is Arboretum Boulevard/Great Plains Boulevard. The LOS D/E boundary of 55 seconds of delay per vehicle is considered the threshold between acceptable and unacceptable traffic signal operation in Minnesota. The initial signal timing for the existing conditions was estimated based on traffic observations. Chart 2 – AM Peak Hour Delays: Signal Controlled Intersection Congested at LOS D/E Boundary (55 seconds) 0 10 20 30 40 50 60 70 80 Arboretum Boulevard (MN 5)/Great Plains BoulevardAverage Dealy (seconds)Existing 2019 No-Build 2019 Build Traffic Impact Study 10 Chanhassen Panera Development Site Chart 3 – PM Peak Hour Delays: Signal Controlled Intersection Due to the extended southbound queue observed in the existing conditions at the Arboretum Boulevard/Great Plains Boulevard intersection, the vehicles queues as provided by the analyses were also examined. Chart 4 (AM peak hour) and Chart 5 (PM peak hour) show the 95th percentile vehicle queue lengths as the measures of effectiveness at the signalized intersection. Chart 4 – AM Peak Hour Queues: Arboretum Boulevard/Great Plains Boulevard Congested at LOS D/E Boundary (55 seconds) 0 10 20 30 40 50 60 70 80 Arboretum Boulevard (MN 5)/Great Plains BoulevardAverage Dealy (seconds)Existing 2019 No-Build 2019 Build 0 10 20 30 40 50 60 70 80 95th Percentile Queues (vehicles)Existing 2019 No-Build 2019 Build Traffic Impact Study 11 Chanhassen Panera Development Site Chart 5 – PM Peak Hour Queues: Arboretum Boulevard/Great Plains Boulevard Chart 6 (AM peak hour) and Chart 7 (PM peak hour) show the 95th percentile vehicle queue lengths as the measures of effectiveness at intersections with side street stop sign control. For this type of control, vehicle queues are a better measure than LOS or delay, which can be poor with even one or two vehicles where mitigation would not be appropriate. Vehicle queues are presented for the longest queue experienced at the intersection. Based on our experience, improvements are not warranted until the 95th percentile queue at a stop sign is in the five to ten vehicle range. The stop controlled intersections in this study include: i. W 79th Street/Great Plains Boulevard. ii. W 79th Street/Eastern Gas Station Access. iii. W 79th Street/Western Gas Station Access. iv. W 79th Street/Eastern Site Access. v. W 79th Street/Western Site Access. 0 10 20 30 40 50 60 70 80 95th Percentile Queues (vehicles)Existing 2019 No-Build 2019 Build Traffic Impact Study 12 Chanhassen Panera Development Site Chart 6 – AM Peak Hour Queues: Side Street Stop Sign Controlled Intersection Chart 7 – PM Peak Hour Queues: Side Street Stop Sign Controlled Intersection A Level of Service of the side street stop controlled intersections were also reviewed to determine if any movements were undergoing significant delays caused by heavier mainline traffic despite the acceptable queuing. Table 5 shows the resulting intersection level of service results as well as the highest delayed movement level of service at each side street stop controlled intersection. 0 1 2 3 4 5 6 W 79th Street/Great Plains Boulevard W 79th Street/Eastern Gas Station Access W 79th Street/Western Gas Station Access W 79th Street/Eastern Site Access W 79th Street/Western Site AccessAverage Dealy (seconds)Existing 2019 No-Build 2019 Build Unreasonable 95th Percentile Queue (5-10 Vehicles) 0 1 2 3 4 5 6 W 79th Street/Great Plains Boulevard W 79th Street/Eastern Gas Station Access W 79th Street/Western Gas Station Access W 79th Street/Eastern Site Access W 79th Street/Western Site AccessAverage Dealy (seconds)Existing 2019 No-Build 2019 Build Unreasonable 95th Percentile Queue (5-10 Vehicles) Traffic Impact Study 13 Chanhassen Panera Development Site Table 5 – Trip Generation Comparison Intersection Existing No-Build Build AM PEAK PM PEAK AM PEAK PM PEAK AM PEAK PM PEAK W 79th Street/Great Plains Boulevard A (c) A (f) A (c) A (f) A (c) A (f) W 79th Street/Eastern Gas Station Access A (b) A (a) A (b) A (a) A (b) A (b) W 79th Street/Western Gas Station Access A (b) A (b) A (b) A (b) A (b) A (c) W 79th Street/Eastern Site Access A (b) A (c) A (b) A (c) A (b) A (c) W 79th Street/Western Site Access A (b) A (b) A (b) A (b) A (b) A (b) As table 5 shows, all intersections, except W 79th Street/Great Plains Boulevard, operate with an overall intersection Level of Service (LOS) of A with worst movements at LOS C or better. The W 79th Street/Great Plains Boulevard intersection operates with a LOS A, however the worst movement delay, the eastbound left, experiences delays at LOS F with delays around 77 seconds in the build PM peak hour. This delay is longer than desired and raises concern of left turning vehicles becoming impatient and attempting to complete a movement without sufficient gap. The result is supported by five of the six accidents at that intersection being right angle/left turning accidents. Overall, the results of the capacity analysis show acceptable vehicle operations at most study intersections. With traffic from the proposed redevelopment being distributed amongst the study corridors and intersections, operations are expected to remain similar overall. The additional vehicles generated by the redevelopment of the Chanhassen Inn to restaurant use are not expected to significantly impact the surrounding roadway system. This is evidenced by the relatively similar delay and queuing results between the No-Build and Build scenarios. The exception is the intersection of Arboretum Boulevard/Great Plains Boulevard, currently operating at a less than ideal overall intersection LOS E during PM peak hour. The intersection continues to operate with multiple movements at LOS E or F in the No-Build and Build scenarios. The average overall delay increases by about seven seconds between the No-Build and Build scenarios. Larger delays can be expected at signalized intersections that operate with extended cycle lengths. The observed cycle length here was 180 seconds in the AM and PM peak hour. The relatively minor differences in delay between the No-Build and Build scenarios suggest that the addition of the redevelopment traffic minimally affects the intersection. Signal timing updates, which should be completed at least every three to five years to reflect current travel demands, could improve the operations. Traffic Impact Study 14 Chanhassen Panera Development Site When examining the interaction between intersection, additional issues arise with respect to queueing. As observed in the existing conditions, the southbound left turn queue at Arboretum Boulevard/Great Plains Boulevard extends to and or past the W 79th Street/Great Plains Boulevard intersection during the AM and PM peak hours for all scenarios. The proposed development is expected to increase these queues with a three vehicle increase in 95th percentile queue length in the AM Build peak hour when compared to the AM No-Build peak hour and a two vehicle increase in 95th percentile queue in the PM Build peak hour when compared to the PM No-Build peak hour results. These blockages cause queueing of the eastbound approach at W 79th Street/Great Plains Boulevard which is further exacerbated by lack of gaps for eastbound left vehicles to complete a safe movement. The average queues were also reviewed to determine how often queues from Arboretum Boulevard/Great Plains Boulevard are expected to cause blockages of the W 79th Street/Great Plains Boulevard intersection. During the AM peak hour, the average queue lengths remain at or just less than the provided storage space between Arboretum Boulevard/Great Plains Boulevard and W 79th Street/Great Plains Boulevard through the No-Build scenario. The 2019 Build AM peak scenario shows average queues for the southbound left turn movement which stretch past this storage length. The PM peak hour analysis shows average queues which stretch beyond this storage bay for all scenarios. These results support the findings that updated signal timing would be beneficial to the study area and suggest a preexisting need for a restricted or partial restricted intersection at W 79th Street/Great Plains Boulevard to increase safety and lower the potential for left-turn related accidents. Knowing that during the AM peak period the average southbound queue at Arboretum Boulevard/Great Plains Boulevard stretch just to the adjacent W 79th Street/Great Plains Boulevard intersection, the AM peak hour volume was used as a minimum volume threshold template. Any volume roughly at or over this hourly volume was flagged as an hour were queueing issues likely occur. Based on this assumption, the southbound queue on Great Plains Boulevard at the Arboretum Boulevard intersection stretches to or past the W 79th Street/Great Plains Boulevard intersection at least five hours of the day, further supporting the need for mitigation at this intersection. d. Mitigation Analysis Per the above analyses, consideration was given to improving operations regarding three issues:  Retiming of the traffic signal at Arboretum Boulevard/Great Plains Boulevard.  Reducing the southbound vehicle queuing on Great Plains Boulevard at Arboretum Boulevard.  Improving operations at W 79th Street/Great Plains using partially restricted intersection layouts. Traffic Impact Study 15 Chanhassen Panera Development Site These mitigation needs match those put forth in the earlier Great Plains Boulevard Study. The options considered for reducing the vehicle queues include and improving delays include:  Signal timing adjustments.  Additional geometric lanes.  Restricting allowed vehicles movements at intersections. The signal timing is set based upon providing the most green time to the approaches with the highest volume, in this case Arboretum Boulevard. This is routine practice and should continue. However, traffic patterns often change and the signal timing should be updated to reflect the latest volumes and trends. Only a minor reduction in the vehicle queues is expected with an updated timing plan, but is recommended to occur periodically to ensure the most efficient operations are provided. Additional vehicle lanes will allow more vehicle stacking and additional vehicles to proceed through the intersection during the limited green time provided. In terms of capacity and improving operations, additional lanes are an option. However, the surrounding land is relatively built-up with limited right-of-way or available land for added geometric lanes, particularly where this improvement would provide the most benefit such as additional eastbound or westbound through lanes. Space is available to add on the southbound approach of Arboretum Boulevard/Great Plains Boulevard where a roughly 50-foot storage bay for a second left turn lane could be added. This length of storage bay would not give a significant improvement to storage for the cost of construction and may cause other issues such as opposing left turn overlaps. Based on this, additional geometric lanes mitigation was not considered further nor analyzed. Restriction of the eastbound left turn and through movements on W 79th Street at the Great Plains Boulevard intersection would remove the highest delayed movements and decrease the eastbound queue. This restriction would also minimize the consequences caused by blockages of the intersection by the southbound Arboretum Boulevard/Great Plains Boulevard queue and help decrease the number of right angle/left turn accidents which occur at the intersection. If the ¾-access restriction of the W 79th Street/Great Plains Boulevard Intersection is constructed, additional signage along W 79th Street will be needed to help direct drivers in the appropriate direction to proceed on their desired route. This would include directing current eastbound left turning movements destined for W 78th Street or Market Street west towards Market Boulevard. Additional mitigation analysis was completed assuming the specified mitigation techniques were implemented. Most intersections show similar results with only a slight improvement. However, the delays and queues on W 79th Street at the Great Plains Boulevard show a significant improvement. The maximum eastbound queue is reduced from four vehicles to one, lowering the chances of blockages to the gas station accesses. As expected, this modification limits the impact of the queue Traffic Impact Study 16 Chanhassen Panera Development Site blockages caused by southbound traffic at Arboretum Boulevard/Great Plains Boulevard, while increasing safety through the intersection. e. Parking Analysis As with trip generation, little to no parking data is available for a fast-casual restaurant. The Chanhassen City Code for a fast food restaurant with a drive-thru specifies a ratio of one space is required per 80 square feet of gross floor area. Based on this ratio, the 4,450 square-foot building is required to provide 56 parking stalls. The proposed site plan shows 60 parking spaces, exceeding the code requirement. The ITE Parking Generation, 4th Edition, document compiles parking demand data from different land uses, similar to the Trip Generation Manual. Using the same land use, Fast Food Restaurant with a Drive-Thru Window, as the trip generation, the peak parking demand is expected to be 45 occupied spaces during a typical weekday and 39 occupied spaces during a typical Saturday. Again, the proposed parking supply exceeds the expected demand. Bicycle parking is not required by the Chanhassen City Code and none is explicitly shown in the site plan. Providing facilities for bicyclist is one method to potentially reduce vehicle demand and is recommended to allow customers and employees options to and from the proposed development. f. Concept Site Plan & Multi-Modal Review The concept site plan contained in the Appendix was reviewed for potential improvements to the circulation and connection of the multi-modal system. The following are the key categories reviewed and highlights of that review: i. Vehicle Circulation: From the access to W 79th Street, drivers have two options to and from the parking and drive-thru areas. This provides sufficient circulation around the site and minimizes risks of one motorists or event from blocking all traffic. Autoturn movements for delivery vehicles and garbage trucks should be checked to ensure these vehicles can safely maneuver around the building. To reduce traffic impacts and conflicts with customers/parking vehicles, truck deliveries including garbage/recycling collection and food drop-offs should be scheduled during non-peak periods to the extent possible. The drive-thru provides space for approximately 12 to 13 vehicles stacked from the pick-up window. Spack Consulting completed analyses of drive-thru stacking needs for several land uses including fast food restaurants. That research found the 85th percentile stacking distance to be 12.0 vehicles during peak demand. True fast food restaurants would be expected to have a higher drive-thru lane use than the proposed restaurant. Thus, sufficient stacking is provided for the drive-thru operations and conflicts with parking operations are not anticipated. Traffic Impact Study 17 Chanhassen Panera Development Site ii. Bicycle and pedestrian infrastructure: Sidewalks are currently provided along the north side of W 79th Street and Arboretum Boulevard, and on both side of Great Plains Boulevard. Based on the provided site plan, connections are planned from the storefront to the sidewalks on Arboretum Boulevard only. Even though the sidewalk on W 79th Street is on the north side, pedestrian routes to the access intersection should be pursued. To better connect the land uses on the south side, a sidewalk could also be considered from the Great Plains Boulevard intersection to at least the proposed redevelopment. For the pedestrian connections across the drive-thru area, signing and striping should be provided to minimize the risk of these conflicts areas. As mentioned, the existing site plan does not show or mention bicycle parking facilities. Short-term outdoor bicycle parking should be provided, ideally located close to the front door and well-lit for safety and visibility. iii. Adjacent Transit: There are bus stops within walking distance of the development site with existing transit routes available to Minneapolis. No additional transit infrastructure is recommended due to the construction of the proposed redevelopment. Traffic Impact Study 18 Chanhassen Panera Development Site v. Conclusions and Recommendations The traffic impacts of the proposed mixed-use redevelopment were studied, and the principal findings are:  The proposed redevelopment is expected to generate approximately 1,068 new daily trips, approximately 92 new trips during the AM peak hour and approximately 74 new trips during the PM peak hour.  This new traffic associated with the proposed redevelopment represents an increase expected beyond what the site currently generates today, approximately three to nine times the existing traffic depending upon the timeframe.  Within the last three years, 28 crashes occurred within the study area, six at the W 79th Street/Great Plains Boulevard intersection and the remaining 22 at the Arboretum Boulevard/Great Plains Boulevard intersection. Five of the six crashes at W 79th Street/Great Plains Boulevard were designated as left turn/right angle crashes, which is a safety concern.  The existing conditions show queues along Great Plains Boulevard at the Arboretum Boulevard intersection that extend to the W 79th Street intersection during the peak periods. These queues block the southbound through and eastbound right turning vehicles from completing their movement. During these blockages drivers navigate the intersection similar to an all-way stop using driver queues such as eye contact and waving, which is less than ideal. This operation continues until the southbound queue clears and vehicles along the cross street at W 79th Street/Great Plains Boulevard complete their movements. Based on the traffic volumes and confirmed with observations, these queueing conditions occur during approximately five hours of a typical weekday.  All intersections are projected to operate with acceptable overall delays and queueing through all scenarios, except for Arboretum Boulevard/Great Plains Boulevard, which begins to see southbound queues which extend past its storage length as well as less than ideal delays in the PM peak hour.  The eastbound left at W 79th Street experiences longer delays at LOS F during the PM peak No-Build and Build scenarios. This queue creates blockages of the gas station accesses occasionally when paired with the southbound queue along Great Plains Boulevard at Arboretum Boulevard.  Negligible queue lengths are expected at the site accesses.  The proposed parking stalls exceed both the City requirements and the expected peak demand.  The drive-thru has sufficient space to accommodate the expected peak stacking based on data of fast food restaurants.  Pedestrians connections to the north and bicycle facilities are not shown in the current site plan. Traffic Impact Study 19 Chanhassen Panera Development Site The following recommendations are made based on the above findings:  Signal timing at Arboretum Boulevard/Great Plains Boulevard should be reevaluated to reflect the current traffic and potentially improve operations from Great Plains Boulevard. It is recognized that MnDOT prioritizes the highway traffic at this intersection.  Begin planning for the restriction of the eastbound approach on W 79th Street at Great Plains Boulevard to right-only. Turning the intersection into a 3/4- intersection (allowing left and right turns into W 79th Street, but restricting outbound movements to right turns only) will help improve safety and lower queues on the approach.  Add signage directing customers of the businesses on W 79th Street to use Market Boulevard for travel to the north.  Encourage/schedule truck deliveries and trash pickup outside of the weekday peak periods.  Provide additional pedestrian connections to the existing northern pedestrian facilities along W 79th Street.  Provide short term bicycle parking facilities for restaurant customers to help encourage multimodal travel to and from the development. Traffic Impact Study 20 Chanhassen Panera Development Site vi. Appendix A. Figures B. The Language of Traffic Engineering C. Crash Detail Reports D. Traffic Counts E. Trip Generation Table F. Peak Hour Volumes G. Level of Service (LOS) H. Capacity Analysis Backups  AM Existing  PM Existing  AM 2019 No-Build  PM 2019 No-Build  AM 2019 Build  PM 2019 Build  Mitigated AM 2019 Build  Mitigated PM 2019 Build Figure 1 Location Maps Proposed Site Study Area North No Scale Appendix A: Figures Traffic Impact Study Chanhassen Panera Development Site A1 Spack Consulting Figure 2 Concept Plan Appendix A: Figures Traffic Impact Study Chanhassen Panera Development Site A2 Spack Consulting Research Brief — Volume No. 15 The Language of Traffic Engineering Traffic Engineering, and Traffic Engineers, often use technical terms or jargon that may be confusing or tough to understand even within the context of a sentence. Key terms and acronyms that can generally be found in all types of traffic studies are defined in this document. Types of Studies Access Management – The practice of government agencies limiting the amount of intersections (both public roadway crossings and private driveways) along a roadway corridor based on the function of the roadway to improve safety and mobility while streamlining access. Corridor Study – A transportation review and analysis of the existing and future traffic operations of a roadway segment. Varies in length from a couple blocks to a few miles and typically covers all modes of travel. Intersection Control Evaluation (ICE) Report – A document that examines and determines the most appropriate type of control (stop sign, signal, roundabout, or other) at one or more intersections. Safety Study – An examination of crash records to identify potential trends, issues, and problem intersections/ corridors. Usually includes potential mitigation options expected to decrease crash rates in the future. Speed Study – A review of existing travel speeds and the corridor characteristics to determine if speeding is an issue, the appropriate speed to post as the limit, and/or areas to provide reduced speed warnings. Traffic Impact Study (TIS) – A document that addresses the expected traffic impacts of a development and, if necessary, mitigation options that will reduce or eliminate negative impacts. Also referred to as a Traffic Impact Analysis. Transportation Plan – A document developed by a government agency to take inventory of their transportation network, identify concerns or issues and lay out the path for improvement of the system. Travel Demand Management Plan (TDMP) – A plan that documents the existing infrastructure around a site, including transit and non-motorized vehicle options, and develops measures to be implemented to encourage those alternative modes of travel. Warrant Evaluation – Review of traffic volumes and other characteristics at an intersection against thresholds to determine if a traffic signal or other traffic control option is needed/warranted. Key Organizations AASHTO – American Association of State Highway and Transportation Officials. A nonprofit, nonpartisan association representing transportation departments with a primary goal of fostering the development, operation, and maintenance of an integrated national transportation system. DOT – Department of Transportation. Government organizations within federal and state agencies dedicated to serving the transportation needs of the community and typically responsible for study, design, operation, and maintenance of all facets of transportation. FHWA – Federal Highway Administration. An agency within the US Department of Transportation that supports State and local governments in the design, construction, and maintenance of the highway system. ITE – Institute of Transportation Engineers. An international educational and scientific association of transportation professionals who are responsible for meeting mobility and safety needs. Traffic Engineering is a branch of civil engineering that focuses on the safe and efficient movement of people and vehicles. It is part science and part art, requiring not only technical skills for analysis but an understanding of motivations in choosing travel routes. Source: ETH Zurich Appendix B: The Language of Traffic Engineering Traffic Impact Study Chanhassen Panera Development Site B1 Spack Consulting Resources MUTCD, 2009 Edition, published by FHWA Highway Capacity Manual, HCM2010 Highway Safety Manual, HSM About This Brief Spack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email mspack@spackconsulting.com. And please reach out if you have any comments or questions related to this Design Brief. Research Brief — Volume No. 15 Important Manuals/Guides HCM – Highway Capacity Manual (released by the Transportation Research Board, or TRB). The guide for engineers and planners to assess traffic and environmental effects of highway projects. This manual presents the foundation of traffic analysis procedures in the US. MUTCD – Manual of Uniform Traffic Control Devices. A document that sets minimum standards and provides guidance to ensure uniformity of traffic control devices (such as messages, location, size, shapes, and colors) across the nation. All roads are subject to its jurisdiction. HSM – Highway Safety Manual (released by AASHTO). A guide that presents a variety of methods for quantitatively estimating crash frequency or severity. Results 85th Percentile Speed – Speed at which 85 percent of drivers are traveling at or below. Speed limits are typically set at the 85th percentile speed. 95th Percentile Queue – The distance, generally measured in feet or number of vehicles, which will be exceeded in a lane, typically at an intersection, only five percent of the time. Usually used to help determine intersection turn lane lengths. Control Delay – The total amount of time a motorist takes to get through a road segment or intersection minus the time it would take without stopping due to traffic controls (like stop signs or traffic signals). Control delay includes decelerating and accelerating back to full driving speed. Functional Classification – the grouping of streets and highways into categories according to their characteristics and emphasis on mobility or access. Generally, categories include arterials (emphasizing mobility and fast travel), local roads (emphasizing access to adjoining properties), and collector roads (emphasizing a balance between the two and usually connecting arterials to local roads). Intersection Delay – The average amount of time, usually expressed in seconds, experienced by any vehicle traveling through an intersection. Level of Service (LOS) – Qualitative measure of traffic operations related to the amount of average delay experienced. Expressed in letter grades with LOS A representing the best operations with little to no delay and LOS F representing the worst operations with excessive delays and congestion. Measures of Effectiveness – Performance measures that define how well traffic is moving along a corridor or thru an intersection. The common MOEs are travel time, corridor speed, delay, and queues. Mitigation – Measures intended to reduce the impact of a development or improve an identified traffic issue by either improving capacity (like adding lanes) or reducing demand (like encouraging carpooling). Queue – Length of line of cars waiting at an intersection or at a bottleneck in a corridor, typically measured for each individual lane of traffic in feet or number of vehicles. Volume to Capacity (v/c) ratio – the number of vehicles through an intersection or roadway segment in a specific amount of time divided by the expected capacity of the road. Less than 1.0 indicates available capacity and above 1.0 indicates more vehicles than can be accommodated. Typically, a v/c ratio above 0.85 suggests operational issues. Trip Generation – The amount of vehicle traffic generated by a land use. One trip is equal to one vehicle traveling from an origin to a destination (traveling to and from work equals two trips). Warrants – Criteria based on volumes and other Measures of Effectiveness for determining when all way stop signs, roundabouts, traffic signals, or other type of control should be installed. Appendix B: The Language of Traffic Engineering Traffic Impact Study Chanhassen Panera Development Site B2 Spack Consulting Crash Detail Report Report Version 1.0 March 2010 CHANHASSEN 02/19/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: NON-INCAPACITATING INJURY NOT SPECIFIED NOT SPECIFIED COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED NOT SPECIFIED 4-LEGGED INTERSECTION TRAFFIC SIGNALS 45 REAR END CONFIDENT (BY MNDOT) 2.00 130800042 CARVER 1710 W PARKED VAN OR MINIVAN 48 F NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED W STOPPED TRAFFIC PASSENGER CAR 46 F NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED CHANHASSEN 06/12/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.161 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 30 OTHER CONFIDENT 2.00 131630135 CARVER 1452 EAST LEFT TURN SPORT UNTILITY VEHICLE 29 F NORMAL FAIL TO YIELD ROW NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 20 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED 11/08/2017 Page 1 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C1 Spack Consulting CHANHASSEN 06/29/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 4_6 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 SIDESWIPE PASSING CONFIDENT (BY MNDOT) 2.00 131800108 CARVER 1719 W STRAIGHT AHEAD VAN OR MINIVAN 48 M NORMAL DISTRACTION NOT SPECIFIED W STRAIGHT AHEAD PICKUP TRUCK 52 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 06/11/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE NOT SPECIFIED NOT SPECIFIED COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED NOT SPECIFIED 4-LEGGED INTERSECTION STOP SIGN 4-WAY 55 REAR END CONFIDENT (BY MNDOT) 2.00 131960031 CARVER 1810 EAST STOPPED TRAFFIC PASSENGER CAR 48 M NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED E OVERTAKING/PASSING PICKUP TRUCK 28 M NOT SPECIFIED NOT SPECIFIED NOT SPECIFIED 11/08/2017 Page 2 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C2 Spack Consulting CHANHASSEN 09/28/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.161 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 3 LANES UNDIVIDED STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION STOP SIGN OTHER 30 SIDESWIPE PASSING CONFIDENT 2.00 132720030 CARVER 1652 S LEFT TURN SPORT UNTILITY VEHICLE 45 M NORMAL IMPROPER LANE DISTRACTION S STRAIGHT AHEAD PICKUP TRUCK 50 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 10/25/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: POSSIBLE INJURY FREEWAY MAINLINE STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DARK - STREET LIGHTS ON CLEAR CLEAR ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 132980024 CARVER 0711 W STRAIGHT AHEAD PASSENGER CAR 22 F NORMAL DISTRACTION NOT SPECIFIED W STOPPED TRAFFIC PASSENGER CAR 51 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED 11/08/2017 Page 3 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C3 Spack Consulting CHANHASSEN 10/29/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT WET DARK - STREET LIGHTS ON CLOUDY RAIN ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 133030003 CARVER 2152 W STRAIGHT AHEAD SPORT UNTILITY VEHICLE 48 F NORMAL FAIL TO YIELD ROW SKIDDING W STRAIGHT AHEAD PASSENGER CAR 38 M NORMAL NO IMPROPER DRIVING NO IMPROPER DRIVING CHANHASSEN 12/07/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY CURVE AND LEVEL COLL W/MV IN TRANSPORT ICE/PACKED SNOW DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY INTERSECTION-RELATED TRAFFIC SIGNALS 55 SIDESWIPE PASSING CONFIDENT (BY MNDOT) 2.00 133420078 CARVER 1308 NW RIGHT TURN SPORT UNTILITY VEHICLE 26 M NORMAL ILLEGAL SPEED SKIDDING NW RIGHT TURN SPORT UNTILITY VEHICLE 34 M NORMAL SKIDDING NOT SPECIFIED 11/08/2017 Page 4 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C4 Spack Consulting CHANHASSEN 12/13/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.112 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT ICE/PACKED SNOW DAYLIGHT CLOUDY CLOUDY ON ROADWAY Y-INTERSECTION TRAFFIC SIGNALS 30 OTHER CONFIDENT 2.00 133470138 CARVER 1417 W RIGHT TURN PASSENGER CAR 31 M NORMAL ILLEGAL SPEED DISTRACTION S STOPPED TRAFFIC SPORT UNTILITY VEHICLE 45 F NORMAL NO IMPROPER DRIVING NO IMPROPER DRIVING CHANHASSEN 12/17/2013 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.099 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT WET DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 30 REAR END CONFIDENT (BY MNDOT) 2.00 133510280 CARVER 1530 N PARKED PICKUP TRUCK 38 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED N STRAIGHT AHEAD PASSENGER CAR 23 M NORMAL DISTRACTION NOT SPECIFIED 11/08/2017 Page 5 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C5 Spack Consulting CHANHASSEN 01/20/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.161 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY CURVE AND GRADE COLL W/MV IN TRANSPORT SNOW DAYLIGHT SNOW NOT SPECIFIED ON ROADWAY T-INTERSECTION STOP SIGN OTHER 30 SIDESWIPE PASSING CONFIDENT 2.00 140200126 CARVER 1114 N STRAIGHT AHEAD PASSENGER CAR 80 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED E PED. FAIL TO YIELD R/W TO TR SPORT UNTILITY VEHICLE 39 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED CHANHASSEN 01/31/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE FREEWAY MAINLINE STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT ICE/PACKED SNOW DAYLIGHT CLEAR CLEAR ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 140310200 CARVER 0849 EAST STOPPED TRAFFIC SPORT UNTILITY VEHICLE 52 F NORMAL NO IMPROPER DRIVING NO IMPROPER DRIVING E SLOWING TRAFFIC PASSENGER CAR 52 F NORMAL OTHER OTHER 11/08/2017 Page 6 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C6 Spack Consulting CHANHASSEN 02/05/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.715 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE FREEWAY MAINLINE STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT WET DAYLIGHT SNOW CLOUDY ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 50 REAR END CONFIDENT (BY MNDOT) 2.00 140360159 CARVER 1244 EAST STRAIGHT AHEAD PASSENGER CAR 34 F NORMAL DISTRACTION NOT SPECIFIED E STRAIGHT AHEAD PASSENGER CAR 28 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 02/07/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.751 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY INTERSECTION-RELATED NOT APPLICABLE 55 REAR END CONFIDENT (BY MNDOT) 2.00 140380177 CARVER 1440 W STRAIGHT AHEAD PASSENGER CAR 40 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED W STRAIGHT AHEAD PASSENGER CAR 46 M NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED 11/08/2017 Page 7 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C7 Spack Consulting CHANHASSEN 02/07/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.761 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY INTERSECTION-RELATED NOT APPLICABLE 55 REAR END CONFIDENT (BY MNDOT) 2.00 140400019 CARVER 1508 W STRAIGHT AHEAD PASSENGER CAR 23 F NORMAL NOT SPECIFIED NOT SPECIFIED W STRAIGHT AHEAD SPORT UNTILITY VEHICLE 28 M NORMAL NOT SPECIFIED NOT SPECIFIED CHANHASSEN 02/12/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.161 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT WET DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY T-INTERSECTION NOT APPLICABLE 30 LEFT TURN INTO TRAFFIC CONFIDENT 2.00 140460016 CARVER 1602 MC BIKE LEFT TURN PASSENGER CAR 40 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 21 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED 11/08/2017 Page 8 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C8 Spack Consulting CHANHASSEN 02/21/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND GRADE COLL W/MV IN TRANSPORT ICE/PACKED SNOW DAYLIGHT CLEAR CLEAR ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 RIGHT ANGLE CONFIDENT (BY MNDOT) 2.00 140550262 CARVER 1208 EAST STRAIGHT AHEAD PASSENGER CAR 53 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED S STRAIGHT AHEAD PICKUP TRUCK 45 M NORMAL FAIL TO YIELD ROW NOT SPECIFIED CHANHASSEN 02/21/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: POSSIBLE INJURY OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT SNOW DAYLIGHT SNOW BLOWING SAND/DUST/SNOW ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 140700083 CARVER 1237 EAST STOPPED TRAFFIC SPORT UNTILITY VEHICLE 38 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED E SLOWING TRAFFIC SPORT UNTILITY VEHICLE 42 F NORMAL WEATHER NOT SPECIFIED 11/08/2017 Page 9 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C9 Spack Consulting CHANHASSEN 03/29/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 10-M 06400140 000+00.330 Crash ID:Date:Time: Road Char: POSSIBLE INJURY OTHER STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DARK - STREET LIGHTS ON CLEAR NOT SPECIFIED ON ROADWAY NON-JUNCTION TRAFFIC SIGNALS 30 SIDESWIPE PASSING CONFIDENT 2.00 140880113 CARVER 2128 NE RIGHT TURN PASSENGER CAR 20 F NORMAL FAIL TO YIELD ROW NOT SPECIFIED E STRAIGHT AHEAD VAN OR MINIVAN 53 M NORMAL NO IMPROPER DRIVING NO IMPROPER DRIVING CHANHASSEN 03/31/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: NON-INCAPACITATING INJURY OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 LEFT TURN INTO TRAFFIC CONFIDENT (BY MNDOT) 3.00 140900243 CARVER 1218 W STRAIGHT AHEAD PASSENGER CAR 77 F NORMAL DISREGARD TRAFFIC DEVICE NOT SPECIFIED E LEFT TURN PASSENGER CAR 32 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED S STOPPED TRAFFIC VAN OR MINIVAN 36 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED 11/08/2017 Page 10 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C10 Spack Consulting CHANHASSEN 05/21/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.161 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 2 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR CLEAR ON ROADWAY 4-LEGGED INTERSECTION NOT APPLICABLE 30 RIGHT ANGLE CONFIDENT 2.00 141410114 CARVER 1559 S STRAIGHT AHEAD SPORT UNTILITY VEHICLE 18 M NORMAL NO IMPROPER DRIVING NO IMPROPER DRIVING NW LEFT TURN SPORT UNTILITY VEHICLE 63 F NORMAL FAIL TO YIELD ROW VISION OBSCURED - OTHER CHANHASSEN 06/16/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.700 Crash ID:Date:Time: Road Char: NON-INCAPACITATING INJURY FREEWAY MAINLINE STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY INTERSECTION-RELATED NOT APPLICABLE 55 REAR END LESS CONFIDENT (BY MNDOT) 2.00 141820247 CARVER 1234 EAST STRAIGHT AHEAD PASSENGER CAR 27 F NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED 11/08/2017 Page 11 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C11 Spack Consulting CHANHASSEN 10/15/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: POSSIBLE INJURY OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 142890264 CARVER 1131 EAST STRAIGHT AHEAD PASSENGER CAR 46 M NORMAL DISTRACTION NOT SPECIFIED E STOPPED TRAFFIC PASSENGER CAR 60 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 12/10/2014 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE FREEWAY MAINLINE STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY CLOUDY ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 RIGHT ANGLE CONFIDENT (BY MNDOT) 2.00 143450030 CARVER 1258 EAST STRAIGHT AHEAD SPORT UNTILITY VEHICLE 61 M NORMAL NO IMPROPER DRIVING NO IMPROPER DRIVING N LEFT ON RED PASSENGER CAR 49 M NORMAL DISREGARD TRAFFIC DEVICE FAIL TO YIELD ROW 11/08/2017 Page 12 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C12 Spack Consulting CHANHASSEN 01/09/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 05-MSAS 06400119 000+00.102 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT SNOW DARK - STREET LIGHTS ON SNOW NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION NOT APPLICABLE 35 REAR END CONFIDENT (BY MNDOT) 2.00 150090295 CARVER 1812 S STRAIGHT AHEAD PASSENGER CAR 57 M UNDER THE INFLUENCE DISTRACTION NOT SPECIFIED S STRAIGHT AHEAD PASSENGER CAR 56 F NORMAL NO IMPROPER DRIVING NOT SPECIFIED CHANHASSEN 01/15/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: POSSIBLE INJURY OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT WET DAYLIGHT CLEAR NOT SPECIFIED ON ROADWAY INTERSECTION-RELATED TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 150150132 CARVER 1530 NW RIGHT TURN PASSENGER CAR 40 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED NW RIGHT TURN PASSENGER CAR 20 M NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED 11/08/2017 Page 13 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C13 Spack Consulting CHANHASSEN 05/15/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.751 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE OTHER DIVIDED HIGHWAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DAYLIGHT CLOUDY NOT SPECIFIED ON ROADWAY NON-JUNCTION NOT APPLICABLE 55 REAR END CONFIDENT (BY MNDOT) 2.00 151350126 CARVER 1000 EAST SLOWING TRAFFIC SPORT UNTILITY VEHICLE 49 M NORMAL NO IMPROPER DRIVING NOT SPECIFIED E SLOWING TRAFFIC PASSENGER CAR 55 M NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED CHANHASSEN 05/08/2015 County:City: Severity: Road Type: Crash Type: Surf Cond: Light Cond: Weather 1: Weather 2:# of Vehicles: First Event: To Junction: Traffic Device: Speed Limit: Diagram: Reliability: Officer: Trav Dir: Veh Act: Veh Type: Age: Gender: Cond: Cont Fact 1 Cont Fact 2 Unit 1 Unit 2 Unit 3 Sys: Route: 03-MN 00000005 045+00.733 Crash ID:Date:Time: Road Char: PROPERTY DAMAGE 4_6 LANES UNDIV 2_WAY STRAIGHT AND LEVEL COLL W/MV IN TRANSPORT DRY DARK - STREET LIGHTS ON CLEAR NOT SPECIFIED ON ROADWAY 4-LEGGED INTERSECTION TRAFFIC SIGNALS 55 REAR END CONFIDENT (BY MNDOT) 2.00 151370015 CARVER 2110 W STRAIGHT AHEAD VAN OR MINIVAN 39 F NORMAL FOLLOWING TOO CLOSELY NOT SPECIFIED W SLOWING TRAFFIC PASSENGER CAR 18 M NORMAL IMPROPERLY PARKED NOT SPECIFIED 11/08/2017 Page 14 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C14 Spack Consulting WORK AREA: COUNTY_CODE('10') - FILTER: CRASH_YEAR('2013','2014','2015') - SPATIAL FILTER APPLIED Selection Filter: Analyst:Notes: Jonah Finkelstein 11/08/2017 Page 15 of 15MnCMAT 1.0.0 Appendix C: Crash Detail Report Traffic Impact Study Chanhassen Panera Development Study C15 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 1 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 1 1 1 0 3 0 0 11 1 0 12 0 0 0 0 0 0 0 1 15 0 0 16 31 12:15 AM 0 0 0 2 0 2 0 0 13 1 0 14 0 1 0 0 0 1 0 1 9 0 0 10 27 12:30 AM 0 6 0 1 0 7 0 0 17 1 0 18 0 1 0 0 0 1 0 1 7 0 0 8 34 12:45 AM 0 0 0 0 0 0 0 0 8 0 0 8 0 1 0 0 0 1 0 1 6 2 0 9 18 Total 0 7 1 4 0 12 0 0 49 3 0 52 0 3 0 0 0 3 0 4 37 2 0 43 110 01:00 AM 0 0 0 0 1 1 0 0 16 0 1 17 0 0 0 1 0 1 0 0 7 0 0 7 26 01:15 AM 0 0 0 0 0 0 0 0 9 1 0 10 0 1 0 2 0 3 0 0 8 0 0 8 21 01:30 AM 0 2 0 2 0 4 0 0 9 2 0 11 0 0 0 0 0 0 0 2 53 0 0 55 70 01:45 AM 0 1 0 0 0 1 0 0 5 1 0 6 0 0 0 0 0 0 0 0 11 1 0 12 19 Total 0 3 0 2 1 6 0 0 39 4 1 44 0 1 0 3 0 4 0 2 79 1 0 82 136 02:00 AM 0 0 0 1 0 1 0 0 5 1 0 6 0 0 1 0 0 1 0 1 24 0 0 25 33 02:15 AM 0 0 0 1 0 1 0 0 7 0 0 7 0 0 0 0 0 0 0 1 7 0 0 8 16 02:30 AM 0 1 0 3 0 4 0 0 4 2 0 6 0 0 1 0 0 1 0 1 8 0 0 9 20 02:45 AM 0 3 0 2 0 5 0 1 8 2 0 11 0 0 0 1 0 1 0 0 6 1 0 7 24 Total 0 4 0 7 0 11 0 1 24 5 0 30 0 0 2 1 0 3 0 3 45 1 0 49 93 03:00 AM 0 1 0 1 0 2 0 0 4 4 0 8 0 0 0 0 0 0 0 2 8 0 0 10 20 03:15 AM 0 1 0 1 0 2 0 0 10 0 0 10 0 0 0 0 0 0 0 1 8 0 0 9 21 03:30 AM 0 2 0 0 0 2 0 0 8 1 0 9 0 0 0 0 0 0 0 4 14 0 0 18 29 03:45 AM 0 2 0 1 0 3 0 0 18 2 0 20 0 0 0 0 0 0 0 1 14 0 0 15 38 Total 0 6 0 3 0 9 0 0 40 7 0 47 0 0 0 0 0 0 0 8 44 0 0 52 108 04:00 AM 0 1 0 0 0 1 0 0 8 4 0 12 0 0 0 1 0 1 0 1 20 0 0 21 35 04:15 AM 0 3 0 7 0 10 0 2 30 6 0 38 0 0 0 0 0 0 0 2 27 0 0 29 77 04:30 AM 0 5 0 1 0 6 0 2 26 2 0 30 0 0 0 0 0 0 0 2 31 0 0 33 69 04:45 AM 0 2 0 2 0 4 0 2 49 3 0 54 0 2 0 1 0 3 0 2 47 2 1 52 113 Total 0 11 0 10 0 21 0 6 113 15 0 134 0 2 0 2 0 4 0 7 125 2 1 135 294 05:00 AM 0 7 0 2 0 9 0 6 47 4 0 57 0 2 2 1 0 5 0 2 48 1 0 51 122 05:15 AM 0 4 1 7 0 12 0 0 79 15 0 94 0 2 0 2 0 4 0 4 74 1 0 79 189 05:30 AM 0 9 2 9 1 21 0 0 99 12 0 111 0 2 1 2 0 5 0 1 124 1 0 126 263 05:45 AM 0 10 3 7 0 20 0 7 95 18 0 120 0 1 1 2 0 4 0 0 124 1 0 125 269 Total 0 30 6 25 1 62 0 13 320 49 0 382 0 7 4 7 0 18 0 7 370 4 0 381 843 06:00 AM 0 15 0 8 0 23 0 1 91 13 0 105 0 0 3 2 0 5 0 6 246 7 0 259 392 06:15 AM 0 21 6 4 1 32 0 3 122 13 0 138 0 0 11 6 0 17 0 7 292 5 0 304 491 06:30 AM 0 22 4 8 0 34 0 5 141 31 0 177 0 4 4 1 0 9 0 7 309 3 0 319 539 06:45 AM 0 23 8 13 0 44 0 6 177 25 0 208 0 3 8 3 0 14 0 9 401 9 0 419 685 Total 0 81 18 33 1 133 0 15 531 82 0 628 0 7 26 12 0 45 0 29 1248 24 0 1301 2107 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D1 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 2 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 29 3 9 0 41 0 6 148 30 0 184 0 4 4 7 0 15 0 13 425 9 0 447 687 07:15 AM 0 30 10 9 0 49 0 14 177 37 0 228 0 5 15 8 0 28 0 22 503 15 0 540 845 07:30 AM 1 32 3 13 0 49 0 7 193 27 0 227 0 5 12 11 0 28 1 17 468 5 0 491 795 07:45 AM 0 33 11 22 0 66 0 11 251 33 0 295 0 10 11 28 0 49 0 23 461 23 0 507 917 Total 1 124 27 53 0 205 0 38 769 127 0 934 0 24 42 54 0 120 1 75 1857 52 0 1985 3244 08:00 AM 0 43 9 19 0 71 0 18 179 51 0 248 0 8 31 30 0 69 0 27 444 17 0 488 876 08:15 AM 0 53 7 19 0 79 0 7 198 40 0 245 0 12 7 9 0 28 1 18 374 17 0 410 762 08:30 AM 0 31 10 19 0 60 0 15 228 39 0 282 0 10 10 11 0 31 0 13 339 20 0 372 745 08:45 AM 0 46 8 8 4 66 0 24 211 34 0 269 0 17 11 20 0 48 0 20 316 19 0 355 738 Total 0 173 34 65 4 276 0 64 816 164 0 1044 0 47 59 70 0 176 1 78 1473 73 0 1625 3121 09:00 AM 0 23 12 7 0 42 0 24 206 31 0 261 0 19 18 43 0 80 0 12 257 12 0 281 664 09:15 AM 0 34 8 14 0 56 0 15 170 31 0 216 0 22 18 16 0 56 0 12 261 12 0 285 613 09:30 AM 0 36 9 8 0 53 0 16 177 27 0 220 0 14 17 9 0 40 0 12 201 12 0 225 538 09:45 AM 0 26 10 6 0 42 0 18 186 50 0 254 0 19 15 17 0 51 0 16 224 17 0 257 604 Total 0 119 39 35 0 193 0 73 739 139 0 951 0 74 68 85 0 227 0 52 943 53 0 1048 2419 10:00 AM 0 38 8 5 2 53 0 20 176 27 0 223 0 16 13 16 0 45 0 14 226 14 0 254 575 10:15 AM 0 30 14 7 0 51 0 6 132 40 0 178 0 14 16 20 0 50 0 10 231 14 0 255 534 10:30 AM 0 37 7 11 0 55 0 14 162 28 0 204 0 19 20 22 0 61 0 7 214 21 0 242 562 10:45 AM 0 41 15 12 0 68 0 29 181 41 0 251 0 15 14 22 0 51 0 7 190 20 0 217 587 Total 0 146 44 35 2 227 0 69 651 136 0 856 0 64 63 80 0 207 0 38 861 69 0 968 2258 11:00 AM 0 35 21 13 0 69 1 16 158 47 1 223 0 15 19 18 0 52 0 16 199 19 1 235 579 11:15 AM 0 50 17 13 0 80 0 19 223 48 0 290 0 16 16 29 0 61 0 13 246 19 2 280 711 11:30 AM 0 42 19 12 0 73 0 35 198 47 0 280 0 29 17 27 0 73 0 13 200 27 1 241 667 11:45 AM 0 49 17 12 3 81 0 28 208 47 0 283 0 23 26 18 0 67 0 23 244 21 0 288 719 Total 0 176 74 50 3 303 1 98 787 189 1 1076 0 83 78 92 0 253 0 65 889 86 4 1044 2676 12:00 PM 1 50 27 17 1 96 0 27 189 78 0 294 0 26 25 21 0 72 0 19 219 25 0 263 725 12:15 PM 0 56 17 30 0 103 0 36 214 54 2 306 0 16 24 25 0 65 0 21 268 27 0 316 790 12:30 PM 0 63 25 22 0 110 1 26 200 54 0 281 0 15 14 29 0 58 1 18 213 25 1 258 707 12:45 PM 0 48 24 17 0 89 0 30 249 48 0 327 0 19 15 28 0 62 0 13 227 21 0 261 739 Total 1 217 93 86 1 398 1 119 852 234 2 1208 0 76 78 103 0 257 1 71 927 98 1 1098 2961 01:00 PM 0 56 20 22 1 99 0 23 194 54 2 273 0 26 19 29 0 74 0 13 201 21 0 235 681 01:15 PM 0 42 20 23 0 85 2 22 211 46 0 281 0 26 21 29 0 76 0 17 232 19 0 268 710 01:30 PM 0 46 16 17 0 79 0 24 205 55 0 284 0 24 17 19 0 60 0 8 247 15 0 270 693 01:45 PM 0 37 9 20 0 66 0 15 272 61 0 348 1 12 22 25 0 60 0 12 182 14 0 208 682 Total 0 181 65 82 1 329 2 84 882 216 2 1186 1 88 79 102 0 270 0 50 862 69 0 981 2766 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D2 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 3 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 46 8 23 0 77 0 37 247 56 0 340 1 26 17 28 0 72 0 13 200 15 0 228 717 02:15 PM 0 40 22 14 0 76 0 28 276 54 0 358 0 19 17 36 0 72 1 8 236 22 0 267 773 02:30 PM 0 34 13 21 0 68 1 20 276 47 0 344 0 22 17 29 0 68 1 9 254 11 0 275 755 02:45 PM 0 43 18 9 0 70 1 26 281 52 0 360 0 27 13 19 0 59 0 10 210 11 1 232 721 Total 0 163 61 67 0 291 2 111 1080 209 0 1402 1 94 64 112 0 271 2 40 900 59 1 1002 2966 03:00 PM 0 36 10 18 0 64 0 25 281 51 2 359 0 17 22 24 0 63 0 21 263 14 0 298 784 03:15 PM 0 32 30 16 0 78 0 28 309 62 0 399 0 17 21 28 0 66 0 14 261 19 0 294 837 03:30 PM 0 38 21 18 0 77 0 49 350 63 0 462 0 17 24 30 0 71 1 10 246 15 0 272 882 03:45 PM 0 41 29 27 0 97 0 45 356 76 2 479 0 21 13 20 0 54 0 15 281 22 0 318 948 Total 0 147 90 79 0 316 0 147 1296 252 4 1699 0 72 80 102 0 254 1 60 1051 70 0 1182 3451 04:00 PM 0 43 15 25 1 84 0 37 398 78 0 513 0 19 30 54 0 103 1 19 279 15 0 314 1014 04:15 PM 0 35 18 22 0 75 0 34 417 89 0 540 0 19 22 35 0 76 0 16 268 12 0 296 987 04:30 PM 0 50 29 27 0 106 0 33 426 97 0 556 0 19 20 20 0 59 0 14 301 14 1 330 1051 04:45 PM 1 44 23 19 0 87 0 38 412 101 0 551 0 20 26 31 0 77 1 14 276 17 0 308 1023 Total 1 172 85 93 1 352 0 142 1653 365 0 2160 0 77 98 140 0 315 2 63 1124 58 1 1248 4075 05:00 PM 0 49 22 35 0 106 0 31 420 103 0 554 1 35 23 31 0 90 0 18 325 14 1 358 1108 05:15 PM 0 30 20 34 0 84 0 41 421 97 0 559 0 26 28 35 0 89 0 19 301 29 0 349 1081 05:30 PM 0 48 41 28 0 117 0 42 408 119 0 569 0 18 20 22 0 60 0 20 282 15 3 320 1066 05:45 PM 0 40 21 22 0 83 1 33 350 91 0 475 1 14 20 29 0 64 0 14 288 24 2 328 950 Total 0 167 104 119 0 390 1 147 1599 410 0 2157 2 93 91 117 0 303 0 71 1196 82 6 1355 4205 06:00 PM 0 48 26 25 0 99 1 28 339 91 0 459 0 32 25 31 0 88 0 18 275 14 0 307 953 06:15 PM 0 48 32 27 0 107 0 31 331 89 0 451 0 26 25 26 0 77 0 14 256 29 1 300 935 06:30 PM 1 49 30 22 0 102 0 31 246 88 0 365 0 27 21 31 0 79 0 19 189 16 0 224 770 06:45 PM 0 36 19 13 0 68 0 24 224 61 0 309 0 21 20 22 0 63 0 11 176 15 0 202 642 Total 1 181 107 87 0 376 1 114 1140 329 0 1584 0 106 91 110 0 307 0 62 896 74 1 1033 3300 07:00 PM 0 35 18 21 0 74 0 27 185 47 0 259 0 17 16 30 0 63 0 11 142 11 0 164 560 07:15 PM 0 33 19 24 0 76 0 16 181 54 0 251 0 12 10 17 0 39 0 7 163 16 0 186 552 07:30 PM 1 37 7 15 0 60 0 18 175 37 0 230 0 11 11 19 0 41 0 7 108 13 2 130 461 07:45 PM 0 29 5 11 0 45 0 21 158 32 0 211 0 9 5 19 0 33 0 2 112 4 0 118 407 Total 1 134 49 71 0 255 0 82 699 170 0 951 0 49 42 85 0 176 0 27 525 44 2 598 1980 08:00 PM 0 42 8 14 0 64 0 9 152 39 0 200 0 15 10 18 0 43 0 4 125 9 1 139 446 08:15 PM 0 41 8 9 0 58 0 15 170 35 0 220 0 12 12 15 0 39 0 2 95 8 0 105 422 08:30 PM 0 33 7 15 0 55 0 8 112 29 0 149 0 11 16 18 0 45 0 5 102 3 0 110 359 08:45 PM 0 23 2 5 0 30 0 2 131 21 0 154 0 13 10 25 0 48 0 1 83 6 0 90 322 Total 0 139 25 43 0 207 0 34 565 124 0 723 0 51 48 76 0 175 0 12 405 26 1 444 1549 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D3 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 4 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 22 6 11 0 39 0 5 126 17 0 148 0 2 8 10 0 20 0 4 71 6 0 81 288 09:15 PM 0 9 2 6 0 17 0 2 113 17 0 132 0 5 6 15 0 26 0 1 72 4 0 77 252 09:30 PM 0 15 3 11 0 29 0 3 99 13 0 115 0 3 2 12 0 17 0 2 58 1 0 61 222 09:45 PM 0 12 0 3 0 15 0 7 87 12 0 106 0 4 5 3 0 12 0 1 51 2 0 54 187 Total 0 58 11 31 0 100 0 17 425 59 0 501 0 14 21 40 0 75 0 8 252 13 0 273 949 10:00 PM 0 6 0 2 1 9 0 0 71 9 0 80 0 2 1 5 0 8 0 1 51 0 0 52 149 10:15 PM 0 108 3 38 0 149 0 2 83 13 0 98 0 1 2 3 0 6 0 3 61 3 0 67 320 10:30 PM 0 47 1 10 0 58 0 0 64 6 0 70 0 1 2 5 0 8 0 4 40 3 0 47 183 10:45 PM 0 9 0 3 1 13 0 1 36 5 0 42 0 1 0 2 0 3 0 0 32 0 0 32 90 Total 0 170 4 53 2 229 0 3 254 33 0 290 0 5 5 15 0 25 0 8 184 6 0 198 742 11:00 PM 0 7 1 1 1 10 0 1 31 6 1 39 0 1 0 2 0 3 0 2 55 1 0 58 110 11:15 PM 0 7 0 1 0 8 0 0 22 3 1 26 0 1 0 1 0 2 0 3 60 0 0 63 99 11:30 PM 0 2 2 1 0 5 0 1 22 3 0 26 0 5 1 0 0 6 0 1 29 0 0 30 67 11:45 PM 0 2 0 0 0 2 0 1 14 2 0 17 0 0 0 2 0 2 0 2 19 0 0 21 42 Total 0 18 3 3 1 25 0 3 89 14 2 108 0 7 1 5 0 13 0 8 163 1 0 172 318 Grand Total 5 2627 940 1136 18 4726 8 1380 15412 16456 Cars +5 2554 907 1107 15 4588 8 1353 14832 3234 12 19439 4 1032 1011 1389 0 3436 8 832 15759 954 16 17569 45032 % Cars +100 97.2 96.5 97.4 83.3 97.1 100 98 96.2 97 100 96.5 100 98.9 97.2 98.3 0 98.1 100 98.1 95.8 98.7 88.9 96 96.5 Trucks 0 73 33 29 3 138 0 27 580 101 0 708 0 12 29 24 0 65 0 16 697 13 2 728 1639 % Trucks 0 2.8 3.5 2.6 16.7 2.9 0 2 3.8 3 0 3.5 0 1.1 2.8 1.7 0 1.9 0 1.9 4.2 1.3 11.1 4 3.5 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D4 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 5 MN 5 & Great Plains Blvd Chanhassen, MN Great Plains Boulevard MN 5 MN 5 Great Plains Boulevard Right 1107 29 1136 Thru 907 33 940 Left 2554 73 2627 UTrn 5 0 5 Peds 15 3 18 InOut Total 5077 4588 9665 146 138 284 5223 9949 4726 Out5 0 5 In0 0 0 Total5 0 5 Right3234 101 3335 Thru14832 580 15412 Left1353 27 1380 UTrn8 0 8 Peds12 0 12 OutTotalIn19702 19439 39141 794 708 1502 20496 40643 20147 Out8 0 8 In0 0 0 Total8 0 8 UTrn 4 0 4 Left 1032 12 1044 Thru 1011 29 1040 Right 1389 24 1413 Peds 0 0 0 Out TotalIn 3214 3436 6650 73 65 138 3287 6788 3501 Out4 0 4 In0 0 0 Total4 0 4 UTrn8 0 8 Left832 16 848 Thru15759 697 16456 Right954 13 967 Peds16 2 18 TotalOutIn16971 17569 34540 621 728 1349 17592 35889 18297 Out8 0 8 In0 0 0 Total8 0 8 10/24/2017 12:00 AM 10/24/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D5 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 6 MN 5 & Great Plains Blvd Chanhassen, MN Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 0 30 10 9 0 49 0 14 177 37 0 228 0 5 15 8 0 28 0 22 503 15 0 540 845 07:30 AM 1 32 3 13 0 49 0 7 193 27 0 227 0 5 12 11 0 28 1 17 468 5 0 491 795 07:45 AM 0 33 11 22 0 66 0 11 251 33 0 295 0 10 11 28 0 49 0 23 461 23 0 507 917 08:00 AM 0 43 9 19 0 71 0 18 179 51 0 248 0 8 31 30 0 69 0 27 444 17 0 488 876 Total Volume 1 138 33 63 0 235 0 50 800 148 0 998 0 28 69 77 0 174 1 89 1876 60 0 2026 3433 % App. Total 0.4 58.7 14 26.8 0 0 5 80.2 14.8 0 0 16.1 39.7 44.3 0 0 4.4 92.6 3 0 PHF .250 .802 .750 .716 .000 .827 .000 .694 .797 .725 .000 .846 .000 .700 .556 .642 .000 .630 .250 .824 .932 .652 .000 .938 .936 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 1 50 27 17 1 96 0 27 189 78 0 294 0 26 25 21 0 72 0 19 219 25 0 263 725 12:15 PM 0 56 17 30 0 103 0 36 214 54 2 306 0 16 24 25 0 65 0 21 268 27 0 316 790 12:30 PM 0 63 25 22 0 110 1 26 200 54 0 281 0 15 14 29 0 58 1 18 213 25 1 258 707 12:45 PM 0 48 24 17 0 89 0 30 249 48 0 327 0 19 15 28 0 62 0 13 227 21 0 261 739 Total Volume 1 217 93 86 1 398 1 119 852 234 2 1208 0 76 78 103 0 257 1 71 927 98 1 1098 2961 % App. Total 0.3 54.5 23.4 21.6 0.3 0.1 9.9 70.5 19.4 0.2 0 29.6 30.4 40.1 0 0.1 6.5 84.4 8.9 0.1 PHF .250 .861 .861 .717 .250 .905 .250 .826 .855 .750 .250 .924 .000 .731 .780 .888 .000 .892 .250 .845 .865 .907 .250 .869 .937 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 44 23 19 0 87 0 38 412 101 0 551 0 20 26 31 0 77 1 14 276 17 0 308 1023 05:00 PM 0 49 22 35 0 106 0 31 420 103 0 554 1 35 23 31 0 90 0 18 325 14 1 358 1108 05:15 PM 0 30 20 34 0 84 0 41 421 97 0 559 0 26 28 35 0 89 0 19 301 29 0 349 1081 05:30 PM 0 48 41 28 0 117 0 42 408 119 0 569 0 18 20 22 0 60 0 20 282 15 3 320 1066 Total Volume 1 171 106 116 0 394 0 152 1661 420 0 2233 1 99 97 119 0 316 1 71 1184 75 4 1335 4278 % App. Total 0.3 43.4 26.9 29.4 0 0 6.8 74.4 18.8 0 0.3 31.3 30.7 37.7 0 0.1 5.3 88.7 5.6 0.3 PHF .250 .872 .646 .829 .000 .842 .000 .905 .986 .882 .000 .981 .250 .707 .866 .850 .000 .878 .250 .888 .911 .647 .333 .932 .965 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D6 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 1 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 3 2 3 0 8 0 0 14 1 1 16 0 0 0 0 0 0 0 3 8 0 0 11 35 12:15 AM 0 2 1 2 0 5 0 1 12 2 0 15 0 0 0 2 0 2 0 2 10 0 0 12 34 12:30 AM 0 2 1 3 0 6 0 0 14 3 0 17 0 0 0 0 0 0 0 0 10 1 0 11 34 12:45 AM 0 4 1 0 0 5 0 0 9 2 0 11 0 0 1 0 0 1 0 2 8 0 0 10 27 Total 0 11 5 8 0 24 0 1 49 8 1 59 0 0 1 2 0 3 0 7 36 1 0 44 130 01:00 AM 0 0 0 2 0 2 0 0 15 3 0 18 0 1 1 2 0 4 0 3 11 1 0 15 39 01:15 AM 0 1 0 0 0 1 0 2 13 2 0 17 0 0 0 2 0 2 0 0 9 0 0 9 29 01:30 AM 0 2 0 0 0 2 0 1 6 0 0 7 0 0 0 0 0 0 0 4 61 0 0 65 74 01:45 AM 0 0 0 0 0 0 0 0 8 1 0 9 0 0 0 0 0 0 0 0 9 1 0 10 19 Total 0 3 0 2 0 5 0 3 42 6 0 51 0 1 1 4 0 6 0 7 90 2 0 99 161 02:00 AM 0 0 0 0 0 0 0 0 5 0 0 5 0 1 0 0 0 1 0 0 24 0 0 24 30 02:15 AM 0 0 0 0 0 0 0 0 8 1 0 9 0 0 0 0 0 0 0 0 11 0 0 11 20 02:30 AM 0 0 0 2 0 2 0 0 10 2 0 12 0 0 0 0 0 0 0 0 9 1 0 10 24 02:45 AM 0 0 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 0 2 8 0 0 10 14 Total 0 0 0 2 0 2 0 0 26 4 0 30 0 1 0 0 0 1 0 2 52 1 0 55 88 03:00 AM 0 0 0 1 0 1 0 0 6 1 0 7 0 0 1 0 0 1 0 3 7 0 0 10 19 03:15 AM 0 3 0 2 0 5 0 0 7 2 0 9 0 0 0 0 0 0 0 0 11 0 0 11 25 03:30 AM 0 1 0 2 0 3 0 0 6 0 0 6 0 0 0 0 0 0 0 2 12 0 0 14 23 03:45 AM 0 1 0 0 0 1 0 2 11 0 0 13 0 0 0 0 0 0 0 0 19 0 0 19 33 Total 0 5 0 5 0 10 0 2 30 3 0 35 0 0 1 0 0 1 0 5 49 0 0 54 100 04:00 AM 0 1 0 1 0 2 0 0 17 5 0 22 0 0 0 0 0 0 0 2 20 0 0 22 46 04:15 AM 0 3 0 4 0 7 0 0 34 3 0 37 0 0 0 0 0 0 0 4 30 0 0 34 78 04:30 AM 0 0 0 2 0 2 0 2 20 2 0 24 0 2 0 0 0 2 0 3 39 0 0 42 70 04:45 AM 0 8 0 1 0 9 0 2 38 5 0 45 0 0 0 1 0 1 0 2 48 1 0 51 106 Total 0 12 0 8 0 20 0 4 109 15 0 128 0 2 0 1 0 3 0 11 137 1 0 149 300 05:00 AM 0 4 0 6 0 10 0 2 40 7 0 49 0 0 5 2 0 7 0 2 39 1 0 42 108 05:15 AM 0 5 1 9 0 15 0 2 75 12 0 89 0 0 1 1 0 2 0 2 79 0 0 81 187 05:30 AM 0 8 0 9 0 17 0 3 114 13 0 130 0 0 0 2 0 2 0 1 122 3 1 127 276 05:45 AM 0 7 1 11 0 19 0 7 103 8 0 118 0 2 2 2 0 6 0 1 141 0 0 142 285 Total 0 24 2 35 0 61 0 14 332 40 0 386 0 2 8 7 0 17 0 6 381 4 1 392 856 06:00 AM 0 8 1 3 0 12 0 4 71 9 0 84 0 0 3 3 0 6 0 8 217 3 0 228 330 06:15 AM 0 24 4 9 0 37 0 13 121 14 0 148 0 2 3 3 0 8 0 9 274 6 0 289 482 06:30 AM 0 16 0 9 0 25 0 2 154 18 0 174 0 2 3 2 0 7 0 7 309 11 0 327 533 06:45 AM 0 18 2 9 0 29 0 6 171 20 0 197 0 4 7 4 0 15 0 5 354 14 0 373 614 Total 0 66 7 30 0 103 0 25 517 61 0 603 0 8 16 12 0 36 0 29 1154 34 0 1217 1959 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D7 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 2 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 34 4 8 0 46 0 9 161 14 0 184 0 6 5 17 0 28 0 10 396 15 0 421 679 07:15 AM 0 24 1 10 0 35 0 13 196 29 0 238 0 10 10 10 0 30 0 15 458 9 0 482 785 07:30 AM 0 32 5 14 0 51 0 13 211 35 0 259 0 8 11 6 0 25 0 20 473 12 0 505 840 07:45 AM 0 39 0 16 0 55 0 12 247 38 0 297 0 15 14 20 0 49 0 27 477 17 0 521 922 Total 0 129 10 48 0 187 0 47 815 116 0 978 0 39 40 53 0 132 0 72 1804 53 0 1929 3226 08:00 AM 0 52 8 11 0 71 0 12 197 34 0 243 0 14 19 14 0 47 0 35 383 23 0 441 802 08:15 AM 0 28 12 13 0 53 0 13 247 31 0 291 0 15 10 15 0 40 0 18 380 17 0 415 799 08:30 AM 0 30 10 18 0 58 0 10 227 42 0 279 0 8 9 11 0 28 0 24 407 10 0 441 806 08:45 AM 0 43 18 15 0 76 0 12 238 38 0 288 0 19 13 20 0 52 0 22 318 10 0 350 766 Total 0 153 48 57 0 258 0 47 909 145 0 1101 0 56 51 60 0 167 0 99 1488 60 0 1647 3173 09:00 AM 0 25 10 8 0 43 0 13 213 23 0 249 0 15 16 31 0 62 0 10 266 18 1 295 649 09:15 AM 0 43 9 8 0 60 0 19 185 38 0 242 0 14 12 18 0 44 0 11 236 18 1 266 612 09:30 AM 0 34 8 14 0 56 0 17 171 16 0 204 0 15 16 19 0 50 0 8 259 13 2 282 592 09:45 AM 0 31 5 9 0 45 0 14 191 34 0 239 0 10 16 15 0 41 0 8 239 18 0 265 590 Total 0 133 32 39 0 204 0 63 760 111 0 934 0 54 60 83 0 197 0 37 1000 67 4 1108 2443 10:00 AM 0 37 4 6 0 47 1 13 163 39 0 216 0 17 16 12 0 45 0 7 211 10 0 228 536 10:15 AM 0 28 5 13 0 46 0 18 172 46 0 236 0 15 11 17 0 43 0 9 219 13 0 241 566 10:30 AM 0 24 11 7 0 42 0 22 202 47 0 271 0 16 13 24 2 55 0 13 217 22 2 254 622 10:45 AM 0 27 12 13 0 52 0 21 184 45 1 251 0 22 11 13 0 46 0 9 225 12 0 246 595 Total 0 116 32 39 0 187 1 74 721 177 1 974 0 70 51 66 2 189 0 38 872 57 2 969 2319 11:00 AM 0 32 15 15 0 62 0 14 178 56 0 248 0 10 19 25 0 54 0 21 237 19 0 277 641 11:15 AM 0 35 13 17 0 65 0 24 210 67 2 303 0 17 15 23 0 55 1 17 255 20 0 293 716 11:30 AM 0 44 21 26 0 91 0 24 196 51 0 271 0 18 24 27 0 69 0 22 247 19 0 288 719 11:45 AM 0 37 26 20 0 83 1 18 234 46 0 299 0 19 20 21 1 61 0 32 250 27 1 310 753 Total 0 148 75 78 0 301 1 80 818 220 2 1121 0 64 78 96 1 239 1 92 989 85 1 1168 2829 12:00 PM 0 54 21 19 1 95 0 24 209 56 0 289 0 20 29 21 0 70 0 34 227 37 0 298 752 12:15 PM 0 53 29 28 0 110 0 25 245 75 0 345 0 26 16 27 0 69 0 31 263 23 0 317 841 12:30 PM 0 65 24 25 0 114 0 26 212 59 0 297 0 16 18 32 0 66 1 23 194 25 0 243 720 12:45 PM 0 55 17 31 1 104 1 20 265 58 1 345 0 22 22 28 0 72 1 29 251 29 0 310 831 Total 0 227 91 103 2 423 1 95 931 248 1 1276 0 84 85 108 0 277 2 117 935 114 0 1168 3144 01:00 PM 0 59 27 19 0 105 1 20 210 50 0 281 0 19 25 24 0 68 0 21 188 23 1 233 687 01:15 PM 1 41 16 29 0 87 0 31 236 44 0 311 0 22 25 26 0 73 0 18 229 14 0 261 732 01:30 PM 0 47 15 20 0 82 0 22 249 48 0 319 0 20 22 29 0 71 1 16 178 20 3 218 690 01:45 PM 0 30 10 15 0 55 0 18 280 43 0 341 0 11 11 22 0 44 0 13 245 16 0 274 714 Total 1 177 68 83 0 329 1 91 975 185 0 1252 0 72 83 101 0 256 1 68 840 73 4 986 2823 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D8 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 3 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 44 21 20 2 87 0 27 251 37 0 315 0 17 20 27 0 64 0 8 175 10 1 194 660 02:15 PM 0 40 18 15 0 73 0 19 270 52 3 344 0 18 30 25 0 73 1 18 242 19 1 281 771 02:30 PM 0 40 12 22 0 74 0 22 301 47 0 370 0 25 11 17 0 53 0 10 257 17 1 285 782 02:45 PM 0 31 14 17 0 62 1 28 303 38 0 370 0 22 25 20 0 67 0 15 242 23 2 282 781 Total 0 155 65 74 2 296 1 96 1125 174 3 1399 0 82 86 89 0 257 1 51 916 69 5 1042 2994 03:00 PM 0 25 17 30 0 72 1 21 355 51 0 428 0 16 18 19 0 53 0 18 308 20 0 346 899 03:15 PM 1 53 19 37 0 110 0 19 291 45 0 355 0 22 19 27 0 68 0 20 293 15 0 328 861 03:30 PM 0 58 37 19 0 114 1 36 358 65 0 460 0 24 15 24 0 63 0 15 286 18 0 319 956 03:45 PM 0 33 30 23 0 86 0 49 386 52 0 487 0 18 12 23 2 55 0 14 226 12 3 255 883 Total 1 169 103 109 0 382 2 125 1390 213 0 1730 0 80 64 93 2 239 0 67 1113 65 3 1248 3599 04:00 PM 0 35 24 14 0 73 0 22 348 70 0 440 0 38 29 45 1 113 0 7 275 17 2 301 927 04:15 PM 0 51 21 15 0 87 0 28 365 93 0 486 0 23 20 30 0 73 0 27 258 20 0 305 951 04:30 PM 0 47 26 30 0 103 0 40 428 92 0 560 0 22 33 34 0 89 0 14 279 14 0 307 1059 04:45 PM 0 36 20 38 0 94 1 35 434 103 0 573 0 21 16 27 0 64 1 14 291 30 0 336 1067 Total 0 169 91 97 0 357 1 125 1575 358 0 2059 0 104 98 136 1 339 1 62 1103 81 2 1249 4004 05:00 PM 0 40 18 26 0 84 0 31 447 87 0 565 0 27 28 22 0 77 0 21 310 12 1 344 1070 05:15 PM 0 44 26 28 0 98 0 42 395 102 1 540 0 31 15 25 0 71 0 17 298 19 1 335 1044 05:30 PM 0 47 25 28 0 100 0 33 408 85 0 526 0 19 21 28 0 68 1 18 316 19 1 355 1049 05:45 PM 0 44 24 28 0 96 0 39 391 114 3 547 0 17 18 39 1 75 0 17 262 28 1 308 1026 Total 0 175 93 110 0 378 0 145 1641 388 4 2178 0 94 82 114 1 291 1 73 1186 78 4 1342 4189 06:00 PM 0 44 28 24 6 102 0 31 245 84 0 360 0 31 26 34 0 91 0 32 329 28 0 389 942 06:15 PM 0 38 28 26 0 92 0 34 225 50 0 309 0 27 26 32 0 85 0 23 285 26 0 334 820 06:30 PM 1 56 32 16 0 105 0 30 215 50 0 295 0 21 26 29 0 76 0 15 213 18 0 246 722 06:45 PM 0 41 17 14 0 72 0 16 295 79 0 390 0 20 25 24 0 69 0 12 210 20 0 242 773 Total 1 179 105 80 6 371 0 111 980 263 0 1354 0 99 103 119 0 321 0 82 1037 92 0 1211 3257 07:00 PM 0 56 9 23 3 91 1 23 208 52 0 284 0 25 21 30 0 76 0 11 164 14 0 189 640 07:15 PM 0 28 16 20 0 64 0 18 188 45 0 251 0 19 11 16 0 46 0 7 153 19 0 179 540 07:30 PM 0 39 16 10 0 65 0 21 202 38 0 261 0 19 15 21 0 55 0 11 141 15 0 167 548 07:45 PM 0 21 7 14 0 42 0 18 151 30 0 199 0 10 14 18 0 42 0 6 129 9 0 144 427 Total 0 144 48 67 3 262 1 80 749 165 0 995 0 73 61 85 0 219 0 35 587 57 0 679 2155 08:00 PM 0 27 10 11 0 48 0 28 184 43 0 255 0 16 17 37 0 70 0 3 104 9 0 116 489 08:15 PM 0 28 10 12 0 50 2 14 197 26 0 239 0 10 8 20 0 38 0 11 94 9 0 114 441 08:30 PM 0 27 9 11 0 47 1 8 157 27 0 193 0 10 9 17 0 36 0 4 105 9 0 118 394 08:45 PM 0 24 6 12 0 42 0 8 140 23 0 171 0 14 13 14 0 41 0 2 80 8 0 90 344 Total 0 106 35 46 0 187 3 58 678 119 0 858 0 50 47 88 0 185 0 20 383 35 0 438 1668 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D9 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 4 MN 5 & Great Plains Blvd Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 22 4 11 0 37 0 6 117 6 2 131 0 7 6 14 0 27 0 5 76 0 0 81 276 09:15 PM 0 15 3 12 0 30 0 9 125 19 0 153 0 11 7 16 0 34 0 2 70 3 0 75 292 09:30 PM 0 20 4 6 0 30 0 4 109 20 0 133 0 26 12 11 0 49 0 6 57 3 0 66 278 09:45 PM 0 15 2 7 0 24 0 2 93 14 0 109 0 2 5 6 0 13 0 4 48 4 0 56 202 Total 0 72 13 36 0 121 0 21 444 59 2 526 0 46 30 47 0 123 0 17 251 10 0 278 1048 10:00 PM 0 14 3 3 0 20 0 2 88 9 0 99 0 2 4 4 0 10 0 2 48 4 0 54 183 10:15 PM 0 109 3 31 0 143 0 0 78 7 0 85 0 2 2 2 0 6 0 1 72 2 0 75 309 10:30 PM 0 58 2 9 0 69 0 1 67 9 0 77 0 1 1 2 0 4 0 5 44 1 0 50 200 10:45 PM 0 6 0 0 0 6 0 1 43 4 0 48 0 1 2 3 0 6 0 2 30 1 0 33 93 Total 0 187 8 43 0 238 0 4 276 29 0 309 0 6 9 11 0 26 0 10 194 8 0 212 785 11:00 PM 0 5 2 3 0 10 0 1 34 3 2 40 0 1 2 4 0 7 0 2 51 2 0 55 112 11:15 PM 0 6 0 4 0 10 0 1 28 5 0 34 0 0 0 0 0 0 0 1 59 1 0 61 105 11:30 PM 0 2 0 1 0 3 0 2 20 4 0 26 0 1 0 1 0 2 0 3 23 2 0 28 59 11:45 PM 0 4 0 1 0 5 0 2 29 2 0 33 0 0 0 1 0 1 0 0 22 0 0 22 61 Total 0 17 2 9 0 28 0 6 111 14 2 133 0 2 2 6 0 10 0 6 155 5 0 166 337 Grand Total 3 2577 933 1208 13 4734 12 1317 16003 16752 Cars +3 2482 904 1177 3 4569 12 1286 15163 3034 10 19505 0 1070 1029 1348 5 3452 7 984 15943 1036 19 17989 45515 % Cars +100 96.3 96.9 97.4 23.1 96.5 100 97.6 94.8 97.2 62.5 95.3 0 98.3 97.4 97.6 71.4 97.7 100 97.1 95.2 98.5 73.1 95.4 95.6 Trucks 0 95 29 31 10 165 0 31 840 87 6 964 0 19 28 33 2 82 0 29 809 16 7 861 2072 % Trucks 0 3.7 3.1 2.6 76.9 3.5 0 2.4 5.2 2.8 37.5 4.7 0 1.7 2.6 2.4 28.6 2.3 0 2.9 4.8 1.5 26.9 4.6 4.4 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D10 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 5 MN 5 & Great Plains Blvd Chanhassen, MN Great Plains Boulevard MN 5 MN 5 Great Plains Boulevard Right 1177 31 1208 Thru 904 29 933 Left 2482 95 2577 UTrn 3 0 3 Peds 3 10 13 InOut Total 5047 4569 9616 144 165 309 5191 9925 4734 Out3 0 3 In0 0 0 Total3 0 3 Right3034 87 3121 Thru15163 840 16003 Left1286 31 1317 UTrn12 0 12 Peds10 6 16 OutTotalIn19773 19505 39278 937 964 1901 20710 41179 20469 Out12 0 12 In0 0 0 Total12 0 12 UTrn 0 0 0 Left 1070 19 1089 Thru 1029 28 1057 Right 1348 33 1381 Peds 5 2 7 Out TotalIn 3226 3452 6678 76 82 158 3302 6836 3534 Out0 0 0 In0 0 0 Total0 0 0 UTrn7 0 7 Left984 29 1013 Thru15943 809 16752 Right1036 16 1052 Peds19 7 26 TotalOutIn17410 17989 35399 890 861 1751 18300 37150 18850 Out7 0 7 In0 0 0 Total7 0 7 10/25/2017 12:00 AM 10/25/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D11 Spack Consulting File Name : Count Sheet - 1 - MN 5 & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 6 MN 5 & Great Plains Blvd Chanhassen, MN Great Plains Boulevard Southbound MN 5 Westbound Great Plains Boulevard Northbound MN 5 Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 0 32 5 14 0 51 0 13 211 35 0 259 0 8 11 6 0 25 0 20 473 12 0 505 840 07:45 AM 0 39 0 16 0 55 0 12 247 38 0 297 0 15 14 20 0 49 0 27 477 17 0 521 922 08:00 AM 0 52 8 11 0 71 0 12 197 34 0 243 0 14 19 14 0 47 0 35 383 23 0 441 802 08:15 AM 0 28 12 13 0 53 0 13 247 31 0 291 0 15 10 15 0 40 0 18 380 17 0 415 799 Total Volume 0 151 25 54 0 230 0 50 902 138 0 1090 0 52 54 55 0 161 0 100 1713 69 0 1882 3363 % App. Total 0 65.7 10.9 23.5 0 0 4.6 82.8 12.7 0 0 32.3 33.5 34.2 0 0 5.3 91 3.7 0 PHF .000 .726 .521 .844 .000 .810 .000 .962 .913 .908 .000 .918 .000 .867 .711 .688 .000 .821 .000 .714 .898 .750 .000 .903 .912 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 54 21 19 1 95 0 24 209 56 0 289 0 20 29 21 0 70 0 34 227 37 0 298 752 12:15 PM 0 53 29 28 0 110 0 25 245 75 0 345 0 26 16 27 0 69 0 31 263 23 0 317 841 12:30 PM 0 65 24 25 0 114 0 26 212 59 0 297 0 16 18 32 0 66 1 23 194 25 0 243 720 12:45 PM 0 55 17 31 1 104 1 20 265 58 1 345 0 22 22 28 0 72 1 29 251 29 0 310 831 Total Volume 0 227 91 103 2 423 1 95 931 248 1 1276 0 84 85 108 0 277 2 117 935 114 0 1168 3144 % App. Total 0 53.7 21.5 24.3 0.5 0.1 7.4 73 19.4 0.1 0 30.3 30.7 39 0 0.2 10 80.1 9.8 0 PHF .000 .873 .784 .831 .500 .928 .250 .913 .878 .827 .250 .925 .000 .808 .733 .844 .000 .962 .500 .860 .889 .770 .000 .921 .935 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 47 26 30 0 103 0 40 428 92 0 560 0 22 33 34 0 89 0 14 279 14 0 307 1059 04:45 PM 0 36 20 38 0 94 1 35 434 103 0 573 0 21 16 27 0 64 1 14 291 30 0 336 1067 05:00 PM 0 40 18 26 0 84 0 31 447 87 0 565 0 27 28 22 0 77 0 21 310 12 1 344 1070 05:15 PM 0 44 26 28 0 98 0 42 395 102 1 540 0 31 15 25 0 71 0 17 298 19 1 335 1044 Total Volume 0 167 90 122 0 379 1 148 1704 384 1 2238 0 101 92 108 0 301 1 66 1178 75 2 1322 4240 % App. Total 0 44.1 23.7 32.2 0 0 6.6 76.1 17.2 0 0 33.6 30.6 35.9 0 0.1 5 89.1 5.7 0.2 PHF .000 .888 .865 .803 .000 .920 .250 .881 .953 .932 .250 .976 .000 .815 .697 .794 .000 .846 .250 .786 .950 .625 .500 .961 .991 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D12 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 1 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 3 1 5 7 12:15 AM 0 0 2 3 0 5 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 2 0 2 9 12:30 AM 0 0 2 1 0 3 0 0 0 0 0 0 0 1 1 0 0 2 0 1 0 3 0 4 9 12:45 AM 0 0 0 2 0 2 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 3 Total 0 0 4 7 0 11 0 0 0 0 0 0 0 4 2 0 0 6 0 2 0 8 1 11 28 01:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 2 0 0 0 2 3 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 0 0 4 0 4 8 01:45 AM 0 0 0 3 0 3 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 1 0 2 6 Total 0 0 0 4 0 4 0 0 0 0 0 0 0 3 3 0 0 6 0 3 0 5 0 8 18 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 3 0 1 0 1 0 2 5 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 1 0 1 2 02:30 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 1 0 2 8 02:45 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 3 0 3 6 Total 0 0 3 0 0 3 0 0 0 0 0 0 0 7 3 0 0 10 0 2 0 6 0 8 21 03:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 4 2 0 0 6 0 0 0 3 0 3 10 03:15 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 4 03:30 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 3 1 0 0 4 0 0 0 1 0 1 7 03:45 AM 0 0 1 1 0 2 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 2 0 2 7 Total 0 0 2 4 0 6 0 0 0 0 0 0 0 12 3 0 0 15 0 0 0 7 0 7 28 04:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 4 1 0 0 5 0 0 0 1 0 1 7 04:15 AM 0 0 1 2 0 3 0 0 0 1 0 1 0 7 1 0 0 8 0 2 1 9 0 12 24 04:30 AM 0 0 2 0 0 2 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 4 0 5 11 04:45 AM 0 0 2 1 0 3 0 0 0 0 0 0 0 5 0 0 0 5 0 3 0 5 0 8 16 Total 0 0 5 4 0 9 0 0 0 1 0 1 0 20 2 0 0 22 0 6 1 19 0 26 58 05:00 AM 0 0 2 3 0 5 0 0 0 0 0 0 0 7 2 0 0 9 0 2 0 6 0 8 22 05:15 AM 0 0 2 5 0 7 0 0 0 0 0 0 0 18 0 0 0 18 0 3 0 12 0 15 40 05:30 AM 0 0 6 3 0 9 0 0 0 0 0 0 0 13 1 0 0 14 0 1 0 15 0 16 39 05:45 AM 0 0 8 4 0 12 0 0 0 0 0 0 0 14 5 0 0 19 0 1 0 10 0 11 42 Total 0 0 18 15 0 33 0 0 0 0 0 0 0 52 8 0 0 60 0 7 0 43 0 50 143 06:00 AM 0 0 7 2 0 9 0 0 0 0 0 0 0 14 9 0 0 23 0 3 0 18 0 21 53 06:15 AM 0 0 19 4 0 23 0 1 0 0 0 1 0 17 14 1 0 32 0 3 0 11 0 14 70 06:30 AM 0 0 8 8 0 16 0 0 0 0 0 0 0 30 11 0 0 41 0 6 0 28 0 34 91 06:45 AM 0 0 13 9 0 22 0 0 0 0 0 0 0 23 19 0 0 42 0 9 0 30 0 39 103 Total 0 0 47 23 0 70 0 1 0 0 0 1 0 84 53 1 0 138 0 21 0 87 0 108 317 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D13 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 2 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 14 9 0 23 0 0 0 0 0 0 0 32 15 0 0 47 0 11 0 30 0 41 111 07:15 AM 0 0 30 12 0 42 0 0 0 0 0 0 0 22 52 0 0 74 0 10 0 20 1 31 147 07:30 AM 0 0 25 15 0 40 0 0 0 0 0 0 0 20 38 0 0 58 0 10 0 26 0 36 134 07:45 AM 0 0 35 14 0 49 0 0 0 0 0 0 0 26 41 1 0 68 0 16 0 30 0 46 163 Total 0 0 104 50 0 154 0 0 0 0 0 0 0 100 146 1 0 247 0 47 0 106 1 154 555 08:00 AM 0 0 45 21 0 66 0 0 0 0 0 0 0 50 58 2 0 110 0 15 0 26 0 41 217 08:15 AM 0 1 40 15 0 56 0 0 1 0 0 1 1 29 34 3 0 67 0 12 1 42 0 55 179 08:30 AM 0 0 29 15 0 44 0 0 0 0 0 0 0 33 25 1 0 59 0 13 0 27 1 41 144 08:45 AM 0 0 28 14 0 42 0 2 1 0 0 3 0 30 34 5 0 69 0 7 1 40 0 48 162 Total 0 1 142 65 0 208 0 2 2 0 0 4 1 142 151 11 0 305 0 47 2 135 1 185 702 09:00 AM 0 0 18 12 0 30 0 1 0 0 0 1 0 25 34 0 0 59 0 9 0 20 0 29 119 09:15 AM 0 1 23 4 0 28 0 1 0 1 0 2 0 26 36 3 0 65 0 8 3 28 0 39 134 09:30 AM 0 0 24 13 0 37 0 3 0 0 0 3 0 26 29 2 0 57 0 9 0 25 0 34 131 09:45 AM 0 2 18 14 0 34 0 2 0 1 1 4 0 27 51 3 0 81 0 7 1 25 0 33 152 Total 0 3 83 43 0 129 0 7 0 2 1 10 0 104 150 8 0 262 0 33 4 98 0 135 536 10:00 AM 0 0 28 15 0 43 0 0 0 0 1 1 0 25 31 2 1 59 0 10 0 23 1 34 137 10:15 AM 0 0 32 10 0 42 0 1 1 0 1 3 0 27 31 3 0 61 0 10 1 25 1 37 143 10:30 AM 0 0 26 17 0 43 0 1 1 0 3 5 0 19 34 4 0 57 0 12 1 26 0 39 144 10:45 AM 0 0 40 13 0 53 0 2 0 0 0 2 0 23 39 3 0 65 0 10 1 25 0 36 156 Total 0 0 126 55 0 181 0 4 2 0 5 11 0 94 135 12 1 242 0 42 3 99 2 146 580 11:00 AM 0 0 33 14 0 47 0 4 0 2 1 7 0 39 38 4 0 81 0 8 0 31 1 40 175 11:15 AM 0 3 51 18 0 72 0 2 0 2 1 5 1 43 30 5 0 79 0 11 0 31 0 42 198 11:30 AM 0 1 28 19 0 48 0 2 0 4 0 6 0 35 32 12 0 79 0 8 1 36 0 45 178 11:45 AM 0 0 42 14 1 57 0 5 5 1 0 11 0 39 38 16 1 94 0 7 3 37 0 47 209 Total 0 4 154 65 1 224 0 13 5 9 2 29 1 156 138 37 1 333 0 34 4 135 1 174 760 12:00 PM 0 6 35 21 0 62 0 8 1 3 0 12 0 73 40 12 2 127 0 12 2 50 0 64 265 12:15 PM 0 2 45 23 1 71 0 10 3 4 2 19 0 57 36 7 1 101 0 20 0 48 0 68 259 12:30 PM 0 2 39 24 2 67 0 9 2 7 0 18 0 36 39 11 0 86 0 11 2 58 2 73 244 12:45 PM 0 3 42 23 0 68 0 13 1 2 0 16 0 36 34 4 0 74 0 16 2 47 0 65 223 Total 0 13 161 91 3 268 0 40 7 16 2 65 0 202 149 34 3 388 0 59 6 203 2 270 991 01:00 PM 0 4 40 21 0 65 0 4 4 4 0 12 0 47 36 5 1 89 0 10 1 40 0 51 217 01:15 PM 0 2 52 16 0 70 0 4 0 5 0 9 0 39 40 8 0 87 0 10 2 33 0 45 211 01:30 PM 0 5 34 12 0 51 0 6 1 5 0 12 0 32 39 5 0 76 0 16 3 39 0 58 197 01:45 PM 0 4 21 16 0 41 0 4 0 5 0 9 0 39 54 3 0 96 0 16 1 40 0 57 203 Total 0 15 147 65 0 227 0 18 5 19 0 42 0 157 169 21 1 348 0 52 7 152 0 211 828 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D14 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 3 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 3 43 19 1 66 0 1 2 2 1 6 0 36 49 4 1 90 0 8 0 33 0 41 203 02:15 PM 0 1 41 19 0 61 0 4 0 4 0 8 0 38 41 4 0 83 0 19 2 27 0 48 200 02:30 PM 0 1 38 22 0 61 0 2 3 3 0 8 0 29 36 5 0 70 0 10 0 31 0 41 180 02:45 PM 0 1 34 19 0 54 0 5 1 4 0 10 0 24 48 1 0 73 0 14 2 35 1 52 189 Total 0 6 156 79 1 242 0 12 6 13 1 32 0 127 174 14 1 316 0 51 4 126 1 182 772 03:00 PM 0 0 38 27 0 65 0 2 0 0 0 2 0 35 57 3 0 95 0 11 1 26 0 38 200 03:15 PM 0 5 50 29 0 84 0 6 2 0 0 8 0 36 54 5 0 95 1 22 1 25 0 49 236 03:30 PM 0 3 39 26 0 68 0 5 2 5 0 12 0 39 57 5 0 101 0 12 2 32 0 46 227 03:45 PM 0 1 45 22 0 68 0 5 0 2 0 7 0 42 56 4 0 102 0 10 1 45 0 56 233 Total 0 9 172 104 0 285 0 18 4 7 0 29 0 152 224 17 0 393 1 55 5 128 0 189 896 04:00 PM 1 1 46 14 1 63 0 6 2 0 0 8 0 53 72 5 1 131 0 19 0 27 0 46 248 04:15 PM 0 3 35 27 1 66 0 4 0 2 0 6 1 41 78 9 1 130 0 19 0 39 0 58 260 04:30 PM 0 1 70 24 1 96 0 1 2 4 0 7 1 47 79 3 0 130 0 14 1 29 1 45 278 04:45 PM 0 3 59 22 1 85 0 2 1 3 0 6 0 58 73 8 0 139 0 18 1 33 1 53 283 Total 1 8 210 87 4 310 0 13 5 9 0 27 2 199 302 25 2 530 0 70 2 128 2 202 1069 05:00 PM 0 3 51 32 0 86 0 8 5 3 0 16 0 59 79 9 0 147 0 11 1 48 0 60 309 05:15 PM 0 3 48 37 0 88 0 3 0 7 0 10 0 48 87 10 0 145 0 21 0 32 0 53 296 05:30 PM 0 4 59 30 0 93 0 5 0 7 0 12 0 65 89 5 0 159 0 20 1 49 0 70 334 05:45 PM 0 3 39 20 0 62 0 5 1 4 0 10 0 42 79 6 1 128 0 15 6 41 0 62 262 Total 0 13 197 119 0 329 0 21 6 21 0 48 0 214 334 30 1 579 0 67 8 170 0 245 1201 06:00 PM 0 7 48 27 0 82 0 3 1 6 0 10 0 61 69 5 0 135 0 17 1 51 2 71 298 06:15 PM 0 2 42 26 0 70 0 6 2 5 0 13 1 59 67 1 0 128 0 19 4 55 0 78 289 06:30 PM 0 3 44 16 0 63 0 6 2 6 0 14 0 61 51 11 0 123 0 16 2 47 2 67 267 06:45 PM 0 2 18 12 0 32 0 4 1 5 0 10 0 48 39 10 0 97 0 16 0 45 0 61 200 Total 0 14 152 81 0 247 0 19 6 22 0 47 1 229 226 27 0 483 0 68 7 198 4 277 1054 07:00 PM 0 2 31 15 0 48 0 6 2 2 0 10 0 36 30 3 0 69 0 13 2 35 0 50 177 07:15 PM 0 1 30 18 0 49 0 8 3 3 0 14 0 28 40 3 0 71 0 24 3 37 0 64 198 07:30 PM 0 0 18 11 0 29 0 7 3 0 0 10 0 27 27 2 0 56 0 8 2 37 2 49 144 07:45 PM 0 1 17 12 0 30 0 6 1 1 0 8 0 21 17 1 0 39 0 15 0 22 0 37 114 Total 0 4 96 56 0 156 0 27 9 6 0 42 0 112 114 9 0 235 0 60 7 131 2 200 633 08:00 PM 0 0 25 13 0 38 0 4 1 0 0 5 0 44 10 2 0 56 0 9 0 37 0 46 145 08:15 PM 0 1 25 7 0 33 0 2 1 0 0 3 0 26 18 2 0 46 0 7 3 30 0 40 122 08:30 PM 0 1 15 5 0 21 0 2 2 0 0 4 0 27 22 1 0 50 0 12 0 37 0 49 124 08:45 PM 0 0 18 4 0 22 0 0 0 0 0 0 0 13 17 1 0 31 0 7 0 12 0 19 72 Total 0 2 83 29 0 114 0 8 4 0 0 12 0 110 67 6 0 183 0 35 3 116 0 154 463 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D15 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 4 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 15 4 0 19 0 2 2 0 0 4 0 16 12 1 0 29 0 10 0 20 0 30 82 09:15 PM 0 0 8 8 0 16 0 1 0 1 0 2 0 13 11 0 0 24 0 7 0 10 1 18 60 09:30 PM 0 0 8 7 1 16 0 0 1 0 0 1 0 12 5 0 1 18 0 3 0 19 0 22 57 09:45 PM 0 0 5 7 0 12 0 0 0 0 0 0 0 9 9 0 0 18 0 6 0 10 0 16 46 Total 0 0 36 26 1 63 0 3 3 1 0 7 0 50 37 1 1 89 0 26 0 59 1 86 245 10:00 PM 0 0 10 1 0 11 0 0 0 0 0 0 0 6 4 1 0 11 0 9 0 5 0 14 36 10:15 PM 0 0 143 7 0 150 0 0 0 0 0 0 0 14 5 0 0 19 0 3 0 11 0 14 183 10:30 PM 0 0 36 5 0 41 0 1 0 0 0 1 0 10 1 0 0 11 0 2 1 11 1 15 68 10:45 PM 0 0 7 1 0 8 0 0 1 1 0 2 1 3 1 0 0 5 0 3 0 4 0 7 22 Total 0 0 196 14 0 210 0 1 1 1 0 3 1 33 11 1 0 46 0 17 1 31 1 50 309 11:00 PM 0 0 4 2 0 6 0 0 0 0 0 0 0 8 1 0 1 10 0 2 0 5 0 7 23 11:15 PM 0 0 1 1 0 2 0 0 0 0 0 0 0 3 2 0 0 5 0 2 0 7 0 9 16 11:30 PM 0 0 2 0 0 2 0 0 0 0 1 1 0 2 3 0 0 5 0 0 0 3 0 3 11 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 2 0 2 6 Total 0 0 7 3 0 10 0 0 0 0 1 1 0 17 6 0 1 24 0 4 0 17 0 21 56 Grand Total 1 92 2301 1089 10 3493 0 207 65 127 12 411 6 2380 2607 255 12 5260 1 808 64 2207 19 3099 12263 Apprch %0 2.6 65.9 31.2 0.3 0 50.4 15.8 30.9 2.9 0.1 45.2 49.6 4.8 0.2 0 26.1 2.1 71.2 0.6 Total %0 0.8 18.8 8.9 0.1 28.5 0 1.7 0.5 1 0.1 3.4 0 19.4 21.3 2.1 0.1 42.9 0 6.6 0.5 18 0.2 25.3 Cars +1 91 2209 1069 8 3378 0 203 65 125 12 405 6 2334 2516 241 11 5108 1 794 63 2171 11 3040 11931 % Cars +100 98.9 96 98.2 80 96.7 0 98.1 100 98.4 100 98.5 100 98.1 96.5 94.5 91.7 97.1 100 98.3 98.4 98.4 57.9 98.1 97.3 Trucks 0 1 92 20 2 115 0 4 0 2 0 6 0 46 91 14 1 152 0 14 1 36 8 59 332 % Trucks 0 1.1 4 1.8 20 3.3 0 1.9 0 1.6 0 1.5 0 1.9 3.5 5.5 8.3 2.9 0 1.7 1.6 1.6 42.1 1.9 2.7 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D16 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 5 Great Plains Blvd & 79th St Chanhassen, MN Great Plains Boulevard 79th Street Parking Lot Great Plains Boulevard Right 1069 20 1089 Thru 2209 92 2301 Left 91 1 92 UTrn 1 0 1 Peds 8 2 10 InOut Total 3435 3378 6813 107 115 222 3542 7035 3493 Out1 0 1 In0 0 0 Total1 0 1 Right125 2 127 Thru65 0 65 Left203 4 207 UTrn0 0 0 Peds12 0 12 OutTotalIn395 405 800 16 6 22 411 822 411 Out0 0 0 In0 0 0 Total0 0 0 UTrn 6 0 6 Left 2334 46 2380 Thru 2516 91 2607 Right 241 14 255 Peds 11 1 12 Out TotalIn 4583 5108 9691 132 152 284 4715 9975 5260 Out6 0 6 In0 0 0 Total6 0 6 UTrn1 0 1 Left794 14 808 Thru63 1 64 Right2171 36 2207 Peds11 8 19 TotalOutIn3468 3040 6508 66 59 125 3534 6633 3099 Out1 0 1 In0 0 0 Total1 0 1 10/24/2017 12:00 AM 10/24/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D17 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 6 Great Plains Blvd & 79th St Chanhassen, MN Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 35 14 0 49 0 0 0 0 0 0 0 26 41 1 0 68 0 16 0 30 0 46 163 08:00 AM 0 0 45 21 0 66 0 0 0 0 0 0 0 50 58 2 0 110 0 15 0 26 0 41 217 08:15 AM 0 1 40 15 0 56 0 0 1 0 0 1 1 29 34 3 0 67 0 12 1 42 0 55 179 08:30 AM 0 0 29 15 0 44 0 0 0 0 0 0 0 33 25 1 0 59 0 13 0 27 1 41 144 Total Volume 0 1 149 65 0 215 0 0 1 0 0 1 1 138 158 7 0 304 0 56 1 125 1 183 703 % App. Total 0 0.5 69.3 30.2 0 0 0 100 0 0 0.3 45.4 52 2.3 0 0 30.6 0.5 68.3 0.5 PHF .000 .250 .828 .774 .000 .814 .000 .000 .250 .000 .000 .250 .250 .690 .681 .583 .000 .691 .000 .875 .250 .744 .250 .832 .810 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 6 35 21 0 62 0 8 1 3 0 12 0 73 40 12 2 127 0 12 2 50 0 64 265 12:15 PM 0 2 45 23 1 71 0 10 3 4 2 19 0 57 36 7 1 101 0 20 0 48 0 68 259 12:30 PM 0 2 39 24 2 67 0 9 2 7 0 18 0 36 39 11 0 86 0 11 2 58 2 73 244 12:45 PM 0 3 42 23 0 68 0 13 1 2 0 16 0 36 34 4 0 74 0 16 2 47 0 65 223 Total Volume 0 13 161 91 3 268 0 40 7 16 2 65 0 202 149 34 3 388 0 59 6 203 2 270 991 % App. Total 0 4.9 60.1 34 1.1 0 61.5 10.8 24.6 3.1 0 52.1 38.4 8.8 0.8 0 21.9 2.2 75.2 0.7 PHF .000 .542 .894 .948 .375 .944 .000 .769 .583 .571 .250 .855 .000 .692 .931 .708 .375 .764 .000 .738 .750 .875 .250 .925 .935 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 0 3 59 22 1 85 0 2 1 3 0 6 0 58 73 8 0 139 0 18 1 33 1 53 283 05:00 PM 0 3 51 32 0 86 0 8 5 3 0 16 0 59 79 9 0 147 0 11 1 48 0 60 309 05:15 PM 0 3 48 37 0 88 0 3 0 7 0 10 0 48 87 10 0 145 0 21 0 32 0 53 296 05:30 PM 0 4 59 30 0 93 0 5 0 7 0 12 0 65 89 5 0 159 0 20 1 49 0 70 334 Total Volume 0 13 217 121 1 352 0 18 6 20 0 44 0 230 328 32 0 590 0 70 3 162 1 236 1222 % App. Total 0 3.7 61.6 34.4 0.3 0 40.9 13.6 45.5 0 0 39 55.6 5.4 0 0 29.7 1.3 68.6 0.4 PHF .000 .813 .919 .818 .250 .946 .000 .563 .300 .714 .000 .688 .000 .885 .921 .800 .000 .928 .000 .833 .750 .827 .250 .843 .915 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D18 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 1 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 2 1 0 3 0 0 0 0 1 1 0 2 3 0 0 5 0 0 0 5 0 5 14 12:15 AM 0 0 1 2 0 3 0 0 0 0 0 0 0 3 1 0 0 4 0 0 0 4 0 4 11 12:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 5 0 5 8 12:45 AM 0 0 2 1 0 3 0 0 0 0 0 0 0 3 2 0 0 5 0 3 0 3 0 6 14 Total 0 0 6 4 0 10 0 0 0 0 1 1 0 9 7 0 0 16 0 3 0 17 0 20 47 01:00 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 6 0 0 0 6 0 5 0 2 0 7 14 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 2 0 3 5 01:30 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 3 1 0 0 4 0 1 0 1 0 2 7 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 Total 0 0 0 1 0 1 0 0 0 0 1 1 0 11 2 0 0 13 0 7 0 5 0 12 27 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 3 02:30 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 2 0 2 5 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 1 0 0 4 0 0 0 0 0 0 4 Total 0 0 0 2 0 2 0 0 0 0 0 0 0 5 2 0 0 7 0 1 0 2 0 3 12 03:00 AM 0 0 0 1 0 1 0 0 0 1 0 1 0 3 1 0 0 4 0 1 1 1 0 3 9 03:15 AM 0 0 1 5 0 6 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 4 0 5 13 03:30 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 3 0 3 6 03:45 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 0 0 1 8 0 9 0 0 0 1 0 1 0 6 2 0 0 8 0 2 1 9 0 12 30 04:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 6 1 0 0 7 0 0 0 2 0 2 10 04:15 AM 0 0 1 2 0 3 0 0 0 0 0 0 0 6 1 0 0 7 0 3 0 6 0 9 19 04:30 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 5 0 0 0 5 0 2 0 3 0 5 11 04:45 AM 0 0 5 1 0 6 0 0 0 0 0 0 0 6 1 0 0 7 0 4 0 3 0 7 20 Total 0 0 6 5 0 11 0 0 0 0 0 0 0 23 3 0 0 26 0 9 0 14 0 23 60 05:00 AM 0 0 2 2 0 4 0 0 0 1 0 1 0 12 3 0 0 15 0 3 1 9 0 13 33 05:15 AM 0 0 3 4 0 7 0 0 0 0 0 0 0 12 1 0 0 13 0 0 0 12 0 12 32 05:30 AM 0 0 3 2 0 5 0 0 0 0 0 0 0 12 2 0 0 14 0 2 0 14 0 16 35 05:45 AM 0 0 9 6 0 15 0 0 0 0 0 0 0 8 3 0 0 11 0 5 0 12 0 17 43 Total 0 0 17 14 0 31 0 0 0 1 0 1 0 44 9 0 0 53 0 10 1 47 0 58 143 06:00 AM 0 0 6 5 0 11 0 0 0 0 0 0 0 9 12 0 0 21 0 3 0 6 0 9 41 06:15 AM 0 0 19 8 0 27 0 0 0 0 0 0 0 17 10 0 0 27 0 5 0 19 0 24 78 06:30 AM 0 0 9 5 0 14 0 0 0 0 0 0 0 20 8 0 0 28 0 4 0 17 0 21 63 06:45 AM 0 0 12 10 0 22 0 0 0 0 0 0 0 13 17 0 0 30 0 4 0 16 0 20 72 Total 0 0 46 28 0 74 0 0 0 0 0 0 0 59 47 0 0 106 0 16 0 58 0 74 254 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D19 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 2 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 21 12 0 33 0 0 0 0 0 0 0 16 13 1 0 30 0 4 0 22 0 26 89 07:15 AM 0 0 14 7 0 21 0 0 1 0 0 1 0 21 32 0 0 53 0 6 0 24 0 30 105 07:30 AM 0 0 30 15 0 45 0 0 0 0 0 0 0 24 42 0 0 66 0 12 0 21 0 33 144 07:45 AM 0 0 38 8 0 46 0 0 0 0 0 0 0 21 58 1 0 80 0 12 0 21 0 33 159 Total 0 0 103 42 0 145 0 0 1 0 0 1 0 82 145 2 0 229 0 34 0 88 0 122 497 08:00 AM 0 1 47 16 0 64 0 0 0 0 0 0 0 26 59 3 0 88 0 15 0 24 2 41 193 08:15 AM 0 1 34 6 0 41 0 0 0 2 0 2 0 20 36 2 1 59 0 10 0 25 1 36 138 08:30 AM 0 1 33 14 0 48 0 0 0 0 1 1 0 33 40 5 2 80 0 11 2 24 1 38 167 08:45 AM 0 0 36 15 0 51 0 1 2 3 0 6 0 27 45 0 0 72 0 10 0 35 0 45 174 Total 0 3 150 51 0 204 0 1 2 5 1 9 0 106 180 10 3 299 0 46 2 108 4 160 672 09:00 AM 0 0 25 9 0 34 0 0 0 0 0 0 0 16 34 0 0 50 0 6 1 18 0 25 109 09:15 AM 0 1 32 11 0 44 0 0 1 1 0 2 0 29 28 3 0 60 0 5 2 25 0 32 138 09:30 AM 0 1 27 12 0 40 0 2 0 0 0 2 0 11 27 2 0 40 0 12 1 24 0 37 119 09:45 AM 0 2 24 14 0 40 0 2 0 2 0 4 0 9 48 2 0 59 0 6 0 20 0 26 129 Total 0 4 108 46 0 158 0 4 1 3 0 8 0 65 137 7 0 209 0 29 4 87 0 120 495 10:00 AM 0 0 26 13 2 41 0 0 0 1 0 1 0 19 38 5 1 63 0 5 0 25 0 30 135 10:15 AM 0 0 25 8 0 33 0 1 1 1 0 3 1 26 40 2 0 69 0 7 1 17 0 25 130 10:30 AM 0 0 22 9 0 31 0 0 1 1 0 2 0 33 37 2 0 72 0 10 1 19 0 30 135 10:45 AM 0 2 32 15 0 49 0 1 0 1 0 2 0 20 40 4 0 64 0 8 0 19 0 27 142 Total 0 2 105 45 2 154 0 2 2 4 0 8 1 98 155 13 1 268 0 30 2 80 0 112 542 11:00 AM 0 2 32 19 0 53 0 3 3 4 0 10 0 30 56 11 1 98 0 15 1 24 1 41 202 11:15 AM 0 3 41 19 0 63 0 3 1 3 1 8 1 36 54 12 0 103 0 11 2 25 0 38 212 11:30 AM 0 5 37 14 0 56 0 8 1 7 0 16 0 55 33 11 0 99 0 2 0 40 0 42 213 11:45 AM 1 4 43 24 0 72 0 10 1 4 1 16 0 44 43 4 1 92 0 10 1 32 1 44 224 Total 1 14 153 76 0 244 0 24 6 18 2 50 1 165 186 38 2 392 0 38 4 121 2 165 851 12:00 PM 0 6 43 18 0 67 0 8 4 4 0 16 0 51 52 17 1 121 0 13 1 45 0 59 263 12:15 PM 0 4 40 21 1 66 0 10 3 10 1 24 0 48 52 15 1 116 0 21 0 55 0 76 282 12:30 PM 0 2 51 24 0 77 0 13 3 4 0 20 0 60 31 14 0 105 0 13 4 50 0 67 269 12:45 PM 0 4 55 18 0 77 0 10 4 4 0 18 0 47 51 8 1 107 0 16 1 47 0 64 266 Total 0 16 189 81 1 287 0 41 14 22 1 78 0 206 186 54 3 449 0 63 6 197 0 266 1080 01:00 PM 0 1 41 26 0 68 0 5 3 4 0 12 0 33 53 11 2 99 0 16 1 47 0 64 243 01:15 PM 0 8 36 22 0 66 0 9 2 7 0 18 1 32 44 7 0 84 0 11 3 43 0 57 225 01:30 PM 0 2 40 20 0 62 0 7 4 3 0 14 0 40 37 10 0 87 0 19 2 31 1 53 216 01:45 PM 0 5 26 13 0 44 0 7 0 3 0 10 0 24 38 4 0 66 0 12 1 23 0 36 156 Total 0 16 143 81 0 240 0 28 9 17 0 54 1 129 172 32 2 336 0 58 7 144 1 210 840 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D20 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 3 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 3 43 15 0 61 0 3 1 12 1 17 0 30 38 2 0 70 0 8 3 32 0 43 191 02:15 PM 0 3 36 19 0 58 0 2 0 2 0 4 1 41 52 2 0 96 0 12 1 37 0 50 208 02:30 PM 0 2 43 17 0 62 0 3 1 5 3 12 0 29 31 10 3 73 0 16 0 28 1 45 192 02:45 PM 0 3 23 21 0 47 0 6 6 2 0 14 0 28 42 7 0 77 0 16 2 28 0 46 184 Total 0 11 145 72 0 228 0 14 8 21 4 47 1 128 163 21 3 316 0 52 6 125 1 184 775 03:00 PM 0 2 35 21 0 58 0 5 1 3 0 9 0 32 53 3 0 88 0 13 0 39 0 52 207 03:15 PM 0 0 99 13 1 113 0 0 0 5 1 6 0 26 55 5 0 86 0 9 0 18 1 28 233 03:30 PM 0 3 93 25 0 121 0 1 0 6 1 8 0 35 52 4 0 91 0 21 0 18 0 39 259 03:45 PM 0 0 47 17 0 64 0 6 0 1 0 7 0 30 47 3 0 80 0 10 1 28 0 39 190 Total 0 5 274 76 1 356 0 12 1 15 2 30 0 123 207 15 0 345 0 53 1 103 1 158 889 04:00 PM 0 1 42 16 0 59 0 1 2 4 0 7 0 36 68 6 0 110 0 18 0 26 2 46 222 04:15 PM 0 7 56 20 0 83 0 3 2 2 0 7 0 45 87 5 0 137 0 8 0 27 0 35 262 04:30 PM 1 1 56 20 0 78 0 4 2 1 0 7 0 64 67 4 0 135 0 10 1 44 0 55 275 04:45 PM 0 3 46 10 2 61 0 4 1 3 0 8 0 60 72 5 0 137 0 14 3 33 0 50 256 Total 1 12 200 66 2 281 0 12 7 10 0 29 0 205 294 20 0 519 0 50 4 130 2 186 1015 05:00 PM 0 6 41 16 0 63 0 6 6 5 0 17 0 63 64 5 0 132 0 13 0 39 0 52 264 05:15 PM 0 0 47 16 0 63 0 5 2 5 0 12 0 60 61 10 0 131 0 16 2 37 1 56 262 05:30 PM 0 7 61 23 2 93 0 2 1 2 0 5 0 64 66 6 1 137 0 13 3 35 0 51 286 05:45 PM 0 3 41 14 0 58 0 5 2 7 2 16 0 51 78 7 0 136 0 15 1 46 1 63 273 Total 0 16 190 69 2 277 0 18 11 19 2 50 0 238 269 28 1 536 0 57 6 157 2 222 1085 06:00 PM 0 3 47 26 0 76 0 5 4 9 0 18 0 51 81 12 0 144 0 18 3 41 0 62 300 06:15 PM 0 4 46 23 0 73 0 5 3 2 0 10 0 43 49 6 0 98 0 23 1 42 0 66 247 06:30 PM 0 3 39 22 0 64 0 4 3 4 0 11 0 30 49 6 0 85 0 18 2 49 0 69 229 06:45 PM 0 0 32 15 2 49 0 8 0 6 2 16 0 68 46 3 1 118 0 17 0 36 0 53 236 Total 0 10 164 86 2 262 0 22 10 21 2 55 0 192 225 27 1 445 0 76 6 168 0 250 1012 07:00 PM 0 2 29 24 0 55 0 6 1 5 1 13 0 42 37 4 1 84 0 29 0 46 0 75 227 07:15 PM 0 2 29 17 0 48 0 2 0 2 0 4 0 24 39 6 0 69 0 9 0 37 0 46 167 07:30 PM 0 0 29 22 0 51 0 7 5 0 0 12 0 28 26 4 0 58 0 13 0 27 0 40 161 07:45 PM 0 1 13 9 0 23 0 0 1 1 0 2 0 23 29 2 0 54 0 15 0 27 0 42 121 Total 0 5 100 72 0 177 0 15 7 8 1 31 0 117 131 16 1 265 0 66 0 137 0 203 676 08:00 PM 0 0 20 7 0 27 0 7 0 1 0 8 0 27 28 6 0 61 0 12 0 22 0 34 130 08:15 PM 0 0 19 11 0 30 0 6 0 1 0 7 0 20 22 4 0 46 0 12 0 24 0 36 119 08:30 PM 0 0 21 9 1 31 0 0 0 0 0 0 1 19 19 0 0 39 0 6 0 24 0 30 100 08:45 PM 0 0 21 5 0 26 0 0 0 0 0 0 0 23 17 0 0 40 0 6 0 18 0 24 90 Total 0 0 81 32 1 114 0 13 0 2 0 15 1 89 86 10 0 186 0 36 0 88 0 124 439 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D21 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 4 Great Plains Blvd & 79th St Chanhassen, MN Groups Printed- Cars + - Trucks Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 16 6 1 23 0 2 1 0 0 3 0 12 6 0 0 18 0 4 0 16 0 20 64 09:15 PM 0 1 12 4 0 17 0 3 0 0 0 3 0 17 9 0 0 26 0 3 0 12 0 15 61 09:30 PM 0 0 17 7 0 24 0 0 4 0 0 4 0 11 25 2 0 38 0 2 1 13 0 16 82 09:45 PM 0 1 10 4 0 15 0 2 0 1 0 3 0 12 10 1 0 23 0 3 0 13 0 16 57 Total 0 2 55 21 1 79 0 7 5 1 0 13 0 52 50 3 0 105 0 12 1 54 0 67 264 10:00 PM 0 0 6 3 0 9 0 1 0 1 0 2 0 4 10 1 0 15 0 2 0 11 1 14 40 10:15 PM 0 1 150 5 0 156 0 0 0 1 1 2 0 7 5 0 0 12 0 3 0 7 0 10 180 10:30 PM 0 0 38 3 0 41 0 0 0 0 0 0 0 7 6 0 0 13 0 2 0 16 0 18 72 10:45 PM 0 0 3 2 0 5 0 0 0 0 0 0 0 6 3 0 0 9 0 2 0 3 0 5 19 Total 0 1 197 13 0 211 0 1 0 2 1 4 0 24 24 1 0 49 0 9 0 37 1 47 311 11:00 PM 0 0 5 4 0 9 0 0 0 0 0 0 0 6 1 0 1 8 0 2 0 6 2 10 27 11:15 PM 0 0 1 1 0 2 0 0 0 0 0 0 0 1 5 0 0 6 0 2 0 7 0 9 17 11:30 PM 0 0 1 0 0 1 0 0 0 0 0 0 0 4 3 0 0 7 0 1 0 1 0 2 10 11:45 PM 0 0 2 0 0 2 0 0 0 0 0 0 0 2 1 0 0 3 0 0 0 3 0 3 8 Total 0 0 9 5 0 14 0 0 0 0 0 0 0 13 10 0 1 24 0 5 0 17 2 24 62 Grand Total 2 117 2442 996 12 3569 0 214 84 170 18 486 5 2189 2692 297 18 5201 0 762 51 1993 16 2822 12078 Apprch %0.1 3.3 68.4 27.9 0.3 0 44 17.3 35 3.7 0.1 42.1 51.8 5.7 0.3 0 27 1.8 70.6 0.6 Total %0 1 20.2 8.2 0.1 29.5 0 1.8 0.7 1.4 0.1 4 0 18.1 22.3 2.5 0.1 43.1 0 6.3 0.4 16.5 0.1 23.4 Cars +2 115 2352 971 11 3451 0 213 82 166 12 473 5 2148 2613 293 17 5076 0 738 49 1945 12 2744 11744 % Cars +100 98.3 96.3 97.5 91.7 96.7 0 99.5 97.6 97.6 66.7 97.3 100 98.1 97.1 98.7 94.4 97.6 0 96.9 96.1 97.6 75 97.2 97.2 Trucks 0 2 90 25 1 118 0 1 2 4 6 13 0 41 79 4 1 125 0 24 2 48 4 78 334 % Trucks 0 1.7 3.7 2.5 8.3 3.3 0 0.5 2.4 2.4 33.3 2.7 0 1.9 2.9 1.3 5.6 2.4 0 3.1 3.9 2.4 25 2.8 2.8 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D22 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 5 Great Plains Blvd & 79th St Chanhassen, MN Great Plains Boulevard 79th Street Parking Lot Great Plains Boulevard Right 971 25 996 Thru 2352 90 2442 Left 115 2 117 UTrn 2 0 2 Peds 11 1 12 InOut Total 3517 3451 6968 107 118 225 3624 7193 3569 Out2 0 2 In0 0 0 Total2 0 2 Right166 4 170 Thru82 2 84 Left213 1 214 UTrn0 0 0 Peds12 6 18 OutTotalIn457 473 930 8 13 21 465 951 486 Out0 0 0 In0 0 0 Total0 0 0 UTrn 5 0 5 Left 2148 41 2189 Thru 2613 79 2692 Right 293 4 297 Peds 17 1 18 Out TotalIn 4510 5076 9586 139 125 264 4649 9850 5201 Out5 0 5 In0 0 0 Total5 0 5 UTrn0 0 0 Left738 24 762 Thru49 2 51 Right1945 48 1993 Peds12 4 16 TotalOutIn3201 2744 5945 68 78 146 3269 6091 2822 Out0 0 0 In0 0 0 Total0 0 0 10/25/2017 12:00 AM 10/25/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D23 Spack Consulting File Name : Count Sheet - 2 - 79th St & Great Plains Blvd, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 6 Great Plains Blvd & 79th St Chanhassen, MN Great Plains Boulevard Southbound Parking Lot Westbound Great Plains Boulevard Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 1 47 16 0 64 0 0 0 0 0 0 0 26 59 3 0 88 0 15 0 24 2 41 193 08:15 AM 0 1 34 6 0 41 0 0 0 2 0 2 0 20 36 2 1 59 0 10 0 25 1 36 138 08:30 AM 0 1 33 14 0 48 0 0 0 0 1 1 0 33 40 5 2 80 0 11 2 24 1 38 167 08:45 AM 0 0 36 15 0 51 0 1 2 3 0 6 0 27 45 0 0 72 0 10 0 35 0 45 174 Total Volume 0 3 150 51 0 204 0 1 2 5 1 9 0 106 180 10 3 299 0 46 2 108 4 160 672 % App. Total 0 1.5 73.5 25 0 0 11.1 22.2 55.6 11.1 0 35.5 60.2 3.3 1 0 28.8 1.2 67.5 2.5 PHF .000 .750 .798 .797 .000 .797 .000 .250 .250 .417 .250 .375 .000 .803 .763 .500 .375 .849 .000 .767 .250 .771 .500 .889 .870 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 6 43 18 0 67 0 8 4 4 0 16 0 51 52 17 1 121 0 13 1 45 0 59 263 12:15 PM 0 4 40 21 1 66 0 10 3 10 1 24 0 48 52 15 1 116 0 21 0 55 0 76 282 12:30 PM 0 2 51 24 0 77 0 13 3 4 0 20 0 60 31 14 0 105 0 13 4 50 0 67 269 12:45 PM 0 4 55 18 0 77 0 10 4 4 0 18 0 47 51 8 1 107 0 16 1 47 0 64 266 Total Volume 0 16 189 81 1 287 0 41 14 22 1 78 0 206 186 54 3 449 0 63 6 197 0 266 1080 % App. Total 0 5.6 65.9 28.2 0.3 0 52.6 17.9 28.2 1.3 0 45.9 41.4 12 0.7 0 23.7 2.3 74.1 0 PHF .000 .667 .859 .844 .250 .932 .000 .788 .875 .550 .250 .813 .000 .858 .894 .794 .750 .928 .000 .750 .375 .895 .000 .875 .957 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 0 0 47 16 0 63 0 5 2 5 0 12 0 60 61 10 0 131 0 16 2 37 1 56 262 05:30 PM 0 7 61 23 2 93 0 2 1 2 0 5 0 64 66 6 1 137 0 13 3 35 0 51 286 05:45 PM 0 3 41 14 0 58 0 5 2 7 2 16 0 51 78 7 0 136 0 15 1 46 1 63 273 06:00 PM 0 3 47 26 0 76 0 5 4 9 0 18 0 51 81 12 0 144 0 18 3 41 0 62 300 Total Volume 0 13 196 79 2 290 0 17 9 23 2 51 0 226 286 35 1 548 0 62 9 159 2 232 1121 % App. Total 0 4.5 67.6 27.2 0.7 0 33.3 17.6 45.1 3.9 0 41.2 52.2 6.4 0.2 0 26.7 3.9 68.5 0.9 PHF .000 .464 .803 .760 .250 .780 .000 .850 .563 .639 .250 .708 .000 .883 .883 .729 .250 .951 .000 .861 .750 .864 .500 .921 .934 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D24 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 1 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 2 0 0 2 5 Total 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 2 0 0 2 7 01:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 02:00 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 04:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 04:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 3 0 0 3 4 04:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 4 0 0 4 5 04:45 AM 0 0 0 0 1 1 0 0 3 0 0 3 0 0 0 0 1 1 0 0 2 0 0 2 7 Total 0 0 0 0 1 1 0 0 7 0 0 7 0 0 0 0 1 1 0 0 9 0 0 9 18 05:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 1 1 0 0 2 0 0 2 6 05:15 AM 0 0 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 0 0 1 2 0 0 3 6 05:30 AM 0 0 0 0 0 0 0 1 9 0 0 10 0 0 0 1 0 1 0 0 5 0 0 5 16 05:45 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 10 Total 0 0 0 0 0 0 0 2 20 0 0 22 0 0 0 1 1 2 0 1 13 0 0 14 38 06:00 AM 0 1 0 0 0 1 0 1 6 0 0 7 0 0 0 0 0 0 0 0 7 0 0 7 15 06:15 AM 0 0 0 0 0 0 0 2 7 0 0 9 0 0 0 1 0 1 0 1 4 1 0 6 16 06:30 AM 0 0 0 0 0 0 0 3 14 1 0 18 0 0 0 9 0 9 0 1 8 0 0 9 36 06:45 AM 0 0 0 0 0 0 0 2 14 1 0 17 0 0 0 10 0 10 0 1 10 2 0 13 40 Total 0 1 0 0 0 1 0 8 41 2 0 51 0 0 0 20 0 20 0 3 29 3 0 35 107 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D25 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 2 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 1 0 0 0 1 0 6 19 0 0 25 0 2 0 11 0 13 0 1 18 1 0 20 59 07:15 AM 0 1 0 0 2 3 0 3 18 1 0 22 0 0 0 9 0 9 0 0 8 2 0 10 44 07:30 AM 0 0 0 0 0 0 0 4 21 0 1 26 0 1 0 9 0 10 0 2 18 0 1 21 57 07:45 AM 0 2 0 1 0 3 0 9 14 1 0 24 0 1 0 8 0 9 0 1 21 1 0 23 59 Total 0 4 0 1 2 7 0 22 72 2 1 97 0 4 0 37 0 41 0 4 65 4 1 74 219 08:00 AM 0 0 0 0 0 0 0 12 24 2 0 38 0 3 0 5 0 8 0 3 10 0 0 13 59 08:15 AM 0 1 0 2 0 3 0 5 24 1 0 30 0 3 0 11 0 14 0 3 24 1 0 28 75 08:30 AM 0 2 0 1 0 3 0 2 24 0 0 26 0 4 0 12 1 17 0 1 16 4 0 21 67 08:45 AM 0 2 0 2 0 4 0 8 23 0 0 31 0 1 0 6 0 7 0 0 16 1 0 17 59 Total 0 5 0 5 0 10 0 27 95 3 0 125 0 11 0 34 1 46 0 7 66 6 0 79 260 09:00 AM 0 1 0 0 0 1 0 8 20 1 0 29 0 0 0 6 1 7 0 0 14 1 0 15 52 09:15 AM 0 1 0 1 0 2 0 3 15 2 0 20 0 1 0 7 0 8 0 1 20 3 0 24 54 09:30 AM 0 2 0 0 0 2 0 7 13 2 0 22 0 0 0 8 1 9 0 1 16 3 0 20 53 09:45 AM 0 0 0 0 0 0 0 9 23 3 0 35 0 0 0 5 0 5 0 5 13 1 0 19 59 Total 0 4 0 1 0 5 0 27 71 8 0 106 0 1 0 26 2 29 0 7 63 8 0 78 218 10:00 AM 0 0 0 2 0 2 0 2 17 0 0 19 0 2 0 9 1 12 0 1 19 2 0 22 55 10:15 AM 0 2 0 3 0 5 0 3 23 0 2 28 0 2 0 3 3 8 0 1 17 0 0 18 59 10:30 AM 0 0 0 2 0 2 0 5 14 1 0 20 0 2 0 6 5 13 0 1 15 0 0 16 51 10:45 AM 0 0 0 0 2 2 0 2 22 2 0 26 0 0 0 5 0 5 0 2 17 2 0 21 54 Total 0 2 0 7 2 11 0 12 76 3 2 93 0 6 0 23 9 38 0 5 68 4 0 77 219 11:00 AM 0 1 0 3 1 5 0 9 34 0 0 43 0 1 1 9 0 11 0 1 19 3 0 23 82 11:15 AM 0 1 0 1 0 2 0 7 41 1 0 49 0 1 0 7 0 8 0 0 28 4 0 32 91 11:30 AM 0 1 0 6 0 7 0 4 29 0 0 33 0 2 0 7 0 9 0 3 20 2 0 25 74 11:45 AM 0 1 0 4 1 6 0 14 35 0 0 49 0 5 0 9 1 15 0 3 27 4 0 34 104 Total 0 4 0 14 2 20 0 34 139 1 0 174 0 9 1 32 1 43 0 7 94 13 0 114 351 12:00 PM 0 1 0 4 0 5 0 13 56 1 0 70 0 2 0 13 2 17 0 4 33 2 0 39 131 12:15 PM 0 1 0 3 1 5 0 14 57 0 0 71 0 9 0 16 0 25 0 2 38 0 0 40 141 12:30 PM 0 1 1 5 1 8 0 11 25 0 0 36 0 4 0 17 2 23 0 2 30 4 0 36 103 12:45 PM 0 0 0 5 0 5 0 10 37 1 0 48 0 10 0 13 1 24 0 8 31 1 0 40 117 Total 0 3 1 17 2 23 0 48 175 2 0 225 0 25 0 59 5 89 0 16 132 7 0 155 492 01:00 PM 0 2 1 6 0 9 0 11 40 0 0 51 0 6 0 11 0 17 0 4 31 1 0 36 113 01:15 PM 0 0 0 4 0 4 0 8 37 0 0 45 0 2 1 9 1 13 0 1 26 4 0 31 93 01:30 PM 0 0 0 0 0 0 0 4 38 0 0 42 0 3 0 15 0 18 0 2 31 2 0 35 95 01:45 PM 0 1 0 2 0 3 0 3 30 0 0 33 0 3 0 11 0 14 0 1 29 0 0 30 80 Total 0 3 1 12 0 16 0 26 145 0 0 171 0 14 1 46 1 62 0 8 117 7 0 132 381 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D26 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 3 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 3 0 3 0 6 0 10 29 1 1 41 0 2 0 4 3 9 0 2 15 0 0 17 73 02:15 PM 0 1 0 1 0 2 0 7 37 0 0 44 0 0 0 6 2 8 0 2 25 1 0 28 82 02:30 PM 0 3 0 2 0 5 0 7 39 1 2 49 0 2 0 13 4 19 0 2 21 0 0 23 96 02:45 PM 0 4 0 4 0 8 0 4 29 1 0 34 0 2 0 5 0 7 0 2 27 0 0 29 78 Total 0 11 0 10 0 21 0 28 134 3 3 168 0 6 0 28 9 43 0 8 88 1 0 97 329 03:00 PM 0 0 0 1 0 1 0 15 31 0 0 46 0 2 0 4 0 6 0 2 24 4 0 30 83 03:15 PM 0 2 0 4 0 6 0 11 43 0 2 56 0 2 0 13 0 15 0 5 25 3 0 33 110 03:30 PM 0 2 0 3 0 5 0 15 29 0 0 44 0 6 0 11 0 17 0 0 20 1 0 21 87 03:45 PM 0 0 0 2 0 2 0 10 39 0 1 50 0 3 0 12 1 16 0 0 27 3 0 30 98 Total 0 4 0 10 0 14 0 51 142 0 3 196 0 13 0 40 1 54 0 7 96 11 0 114 378 04:00 PM 0 2 0 2 0 4 0 12 48 3 0 63 0 3 0 9 0 12 0 1 25 2 0 28 107 04:15 PM 0 3 0 4 2 9 0 4 39 2 0 45 0 3 0 13 0 16 0 4 31 3 0 38 108 04:30 PM 0 0 1 5 1 7 0 7 50 1 0 58 0 3 0 7 0 10 0 2 18 0 0 20 95 04:45 PM 0 3 1 5 0 9 0 15 57 2 0 74 0 3 0 10 1 14 0 1 32 5 0 38 135 Total 0 8 2 16 3 29 0 38 194 8 0 240 0 12 0 39 1 52 0 8 106 10 0 124 445 05:00 PM 0 2 0 4 0 6 0 21 68 1 0 90 0 6 0 15 0 21 0 4 30 3 0 37 154 05:15 PM 0 0 1 5 0 6 0 14 57 0 0 71 0 3 0 13 0 16 0 3 34 3 0 40 133 05:30 PM 0 1 0 2 1 4 0 16 65 0 0 81 0 5 0 20 0 25 0 3 36 8 0 47 157 05:45 PM 0 4 0 1 1 6 0 11 50 0 0 61 0 6 1 18 1 26 0 7 33 7 0 47 140 Total 0 7 1 12 2 22 0 62 240 1 0 303 0 20 1 66 1 88 0 17 133 21 0 171 584 06:00 PM 0 2 0 6 0 8 0 20 61 0 0 81 0 6 1 26 0 33 0 4 39 4 0 47 169 06:15 PM 0 1 0 2 0 3 0 18 51 0 0 69 0 3 1 21 0 25 0 0 43 3 0 46 143 06:30 PM 0 1 0 1 0 2 0 11 53 0 0 64 0 5 0 17 0 22 0 0 36 2 0 38 126 06:45 PM 0 1 0 3 0 4 0 12 38 4 0 54 0 3 0 10 2 15 0 0 35 2 0 37 110 Total 0 5 0 12 0 17 0 61 203 4 0 268 0 17 2 74 2 95 0 4 153 11 0 168 548 07:00 PM 0 2 0 3 0 5 0 7 36 0 0 43 0 3 0 10 0 13 0 0 35 3 0 38 99 07:15 PM 0 1 0 1 0 2 0 8 25 0 0 33 0 6 1 8 1 16 0 1 25 4 0 30 81 07:30 PM 0 1 0 2 0 3 0 3 25 0 0 28 0 1 0 13 0 14 0 1 22 1 0 24 69 07:45 PM 0 0 0 1 0 1 1 3 26 0 1 31 0 2 0 7 2 11 0 1 28 0 1 30 73 Total 0 4 0 7 0 11 1 21 112 0 1 135 0 12 1 38 3 54 0 3 110 8 1 122 322 08:00 PM 0 2 0 2 1 5 0 2 40 0 0 42 0 4 0 7 1 12 0 0 21 2 0 23 82 08:15 PM 0 0 0 0 0 0 0 6 18 0 0 24 0 2 0 6 1 9 0 0 16 1 0 17 50 08:30 PM 0 1 0 1 0 2 0 3 18 0 0 21 0 3 0 7 0 10 0 1 28 0 0 29 62 08:45 PM 0 0 0 0 0 0 0 2 11 0 0 13 0 1 0 4 0 5 0 0 16 1 0 17 35 Total 0 3 0 3 1 7 0 13 87 0 0 100 0 10 0 24 2 36 0 1 81 4 0 86 229 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D27 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 4 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 1 0 1 0 2 13 0 2 17 0 2 0 9 2 13 0 0 10 0 0 10 41 09:15 PM 0 0 0 0 0 0 0 4 11 0 0 15 0 2 0 2 0 4 0 0 8 0 0 8 27 09:30 PM 0 1 0 0 0 1 0 3 11 0 0 14 0 1 0 2 0 3 0 0 11 0 0 11 29 09:45 PM 0 0 0 1 0 1 0 1 7 1 0 9 0 0 0 2 0 2 0 0 8 0 0 8 20 Total 0 1 0 2 0 3 0 10 42 1 2 55 0 5 0 15 2 22 0 0 37 0 0 37 117 10:00 PM 0 0 0 0 1 1 0 0 4 0 0 4 0 0 0 0 3 3 0 0 8 0 0 8 16 10:15 PM 0 0 0 0 0 0 0 0 10 0 0 10 0 0 0 0 3 3 0 0 3 0 0 3 16 10:30 PM 0 0 0 0 1 1 0 0 7 0 0 7 0 1 0 2 0 3 0 0 3 0 0 3 14 10:45 PM 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 1 0 1 0 0 3 0 0 3 6 Total 0 0 0 0 2 2 0 1 22 0 0 23 0 1 0 3 6 10 0 0 17 0 0 17 52 11:00 PM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 1 0 1 0 0 5 0 0 5 12 11:15 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 4 0 0 4 6 11:30 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 1 0 2 0 0 1 0 0 1 5 11:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 2 3 Total 0 0 0 0 0 0 0 0 11 0 0 11 0 1 0 2 0 3 0 0 12 0 0 12 26 Grand Total 0 69 5 129 17 220 1 491 2041 38 12 2583 0 167 6 607 48 828 0 106 1492 118 2 1718 5349 Apprch %0 31.4 2.3 58.6 7.7 0 19 79 1.5 0.5 0 20.2 0.7 73.3 5.8 0 6.2 86.8 6.9 0.1 Total %0 1.3 0.1 2.4 0.3 4.1 0 9.2 38.2 0.7 0.2 48.3 0 3.1 0.1 11.3 0.9 15.5 0 2 27.9 2.2 0 32.1 Cars +0 64 5 124 15 208 1 485 2007 33 12 2538 0 166 6 605 46 823 0 103 1466 117 2 1688 5257 % Cars +0 92.8 100 96.1 88.2 94.5 100 98.8 98.3 86.8 100 98.3 0 99.4 100 99.7 95.8 99.4 0 97.2 98.3 99.2 100 98.3 98.3 Trucks 0 5 0 5 2 12 0 6 34 5 0 45 0 1 0 2 2 5 0 3 26 1 0 30 92 % Trucks 0 7.2 0 3.9 11.8 5.5 0 1.2 1.7 13.2 0 1.7 0 0.6 0 0.3 4.2 0.6 0 2.8 1.7 0.8 0 1.7 1.7 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D28 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 5 79th St & West Access Chanhassen, MN Parking Lot 79th Street 79th Street Eastern Site Access Right 124 5 129 Thru 5 0 5 Left 64 5 69 UTrn 0 0 0 Peds 15 2 17 InOut Total 142 208 350 8 12 20 150 370 220 Out0 0 0 In0 0 0 Total0 0 0 Right33 5 38 Thru2007 34 2041 Left485 6 491 UTrn1 0 1 Peds12 0 12 OutTotalIn2135 2538 4673 33 45 78 2168 4751 2583 Out1 0 1 In0 0 0 Total1 0 1 UTrn 0 0 0 Left 166 1 167 Thru 6 0 6 Right 605 2 607 Peds 46 2 48 Out TotalIn 607 823 1430 7 5 12 614 1442 828 Out0 0 0 In0 0 0 Total0 0 0 UTrn0 0 0 Left103 3 106 Thru1466 26 1492 Right117 1 118 Peds2 0 2 TotalOutIn2297 1688 3985 40 30 70 2337 4055 1718 Out0 0 0 In0 0 0 Total0 0 0 10/24/2017 12:00 AM 10/24/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D29 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 6 79th St & West Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 2 0 1 0 3 0 9 14 1 0 24 0 1 0 8 0 9 0 1 21 1 0 23 59 08:00 AM 0 0 0 0 0 0 0 12 24 2 0 38 0 3 0 5 0 8 0 3 10 0 0 13 59 08:15 AM 0 1 0 2 0 3 0 5 24 1 0 30 0 3 0 11 0 14 0 3 24 1 0 28 75 08:30 AM 0 2 0 1 0 3 0 2 24 0 0 26 0 4 0 12 1 17 0 1 16 4 0 21 67 Total Volume 0 5 0 4 0 9 0 28 86 4 0 118 0 11 0 36 1 48 0 8 71 6 0 85 260 % App. Total 0 55.6 0 44.4 0 0 23.7 72.9 3.4 0 0 22.9 0 75 2.1 0 9.4 83.5 7.1 0 PHF .000 .625 .000 .500 .000 .750 .000 .583 .896 .500 .000 .776 .000 .688 .000 .750 .250 .706 .000 .667 .740 .375 .000 .759 .867 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 1 0 4 0 5 0 13 56 1 0 70 0 2 0 13 2 17 0 4 33 2 0 39 131 12:15 PM 0 1 0 3 1 5 0 14 57 0 0 71 0 9 0 16 0 25 0 2 38 0 0 40 141 12:30 PM 0 1 1 5 1 8 0 11 25 0 0 36 0 4 0 17 2 23 0 2 30 4 0 36 103 12:45 PM 0 0 0 5 0 5 0 10 37 1 0 48 0 10 0 13 1 24 0 8 31 1 0 40 117 Total Volume 0 3 1 17 2 23 0 48 175 2 0 225 0 25 0 59 5 89 0 16 132 7 0 155 492 % App. Total 0 13 4.3 73.9 8.7 0 21.3 77.8 0.9 0 0 28.1 0 66.3 5.6 0 10.3 85.2 4.5 0 PHF .000 .750 .250 .850 .500 .719 .000 .857 .768 .500 .000 .792 .000 .625 .000 .868 .625 .890 .000 .500 .868 .438 .000 .969 .872 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:30 PM 05:30 PM 0 1 0 2 1 4 0 16 65 0 0 81 0 5 0 20 0 25 0 3 36 8 0 47 157 05:45 PM 0 4 0 1 1 6 0 11 50 0 0 61 0 6 1 18 1 26 0 7 33 7 0 47 140 06:00 PM 0 2 0 6 0 8 0 20 61 0 0 81 0 6 1 26 0 33 0 4 39 4 0 47 169 06:15 PM 0 1 0 2 0 3 0 18 51 0 0 69 0 3 1 21 0 25 0 0 43 3 0 46 143 Total Volume 0 8 0 11 2 21 0 65 227 0 0 292 0 20 3 85 1 109 0 14 151 22 0 187 609 % App. Total 0 38.1 0 52.4 9.5 0 22.3 77.7 0 0 0 18.3 2.8 78 0.9 0 7.5 80.7 11.8 0 PHF .000 .500 .000 .458 .500 .656 .000 .813 .873 .000 .000 .901 .000 .833 .750 .817 .250 .826 .000 .500 .878 .688 .000 .995 .901 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D30 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 1 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 12:15 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5 12:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 0 0 0 5 0 0 5 0 0 0 0 0 0 0 0 10 0 0 10 15 01:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 4 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 1 0 0 1 4 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 2 0 0 2 8 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 2 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 3 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 1 0 0 0 1 3 03:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 0 1 1 0 0 2 6 04:00 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 04:15 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 04:30 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 2 0 0 2 4 04:45 AM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 6 0 0 6 9 Total 0 0 0 0 0 0 0 0 9 0 0 9 0 0 0 0 0 0 0 0 9 0 0 9 18 05:00 AM 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 0 0 3 0 0 3 7 05:15 AM 0 0 0 0 0 0 0 1 4 0 0 5 0 0 0 0 0 0 0 0 2 0 0 2 7 05:30 AM 0 0 0 0 0 0 0 1 3 0 0 4 0 0 0 0 0 0 0 0 7 0 0 7 11 05:45 AM 0 0 0 0 0 0 0 1 4 0 0 5 0 0 0 0 0 0 0 0 3 0 0 3 8 Total 0 0 0 0 0 0 0 4 14 0 0 18 0 0 0 0 0 0 0 0 15 0 0 15 33 06:00 AM 0 0 0 1 0 1 0 2 4 0 0 6 0 0 0 0 0 0 0 0 4 0 0 4 11 06:15 AM 0 0 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 0 0 6 0 0 6 12 06:30 AM 0 0 0 0 0 0 0 2 9 1 0 12 0 0 0 3 0 3 0 1 6 0 0 7 22 06:45 AM 0 0 0 0 0 0 0 2 13 1 0 16 0 0 0 4 0 4 0 1 6 0 0 7 27 Total 0 0 0 1 0 1 0 6 32 2 0 40 0 0 0 7 0 7 0 2 22 0 0 24 72 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D31 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 2 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 1 0 0 0 1 0 2 7 0 0 9 0 0 0 3 0 3 0 0 13 0 0 13 26 07:15 AM 0 0 0 1 0 1 0 3 10 0 0 13 0 0 0 5 0 5 0 1 12 0 0 13 32 07:30 AM 0 4 0 0 0 4 0 0 17 1 0 18 0 0 0 1 0 1 0 4 11 0 0 15 38 07:45 AM 0 0 0 2 0 2 0 4 9 0 0 13 0 1 0 2 0 3 0 5 11 0 0 16 34 Total 0 5 0 3 0 8 0 9 43 1 0 53 0 1 0 11 0 12 0 10 47 0 0 57 130 08:00 AM 0 1 0 3 0 4 0 2 13 3 0 18 0 0 0 3 0 3 0 1 24 0 0 25 50 08:15 AM 0 0 0 1 0 1 0 2 16 1 0 19 0 0 0 4 0 4 0 1 14 1 0 16 40 08:30 AM 0 1 0 1 0 2 0 5 20 1 0 26 0 0 0 3 0 3 0 3 21 0 0 24 55 08:45 AM 0 2 0 1 0 3 0 3 23 1 0 27 0 1 0 3 0 4 0 1 17 0 0 18 52 Total 0 4 0 6 0 10 0 12 72 6 0 90 0 1 0 13 0 14 0 6 76 1 0 83 197 09:00 AM 0 0 0 1 0 1 0 3 14 0 0 17 0 1 1 3 0 5 0 1 10 0 0 11 34 09:15 AM 0 3 0 1 0 4 0 2 15 0 0 17 0 1 0 4 0 5 0 3 18 0 0 21 47 09:30 AM 0 1 0 2 0 3 0 0 12 0 0 12 0 0 0 5 0 5 0 1 16 1 0 18 38 09:45 AM 0 2 0 2 1 5 0 3 8 1 0 12 0 0 0 2 0 2 0 2 13 0 0 15 34 Total 0 6 0 6 1 13 0 8 49 1 0 58 0 2 1 14 0 17 0 7 57 1 0 65 153 10:00 AM 0 1 0 0 1 2 0 1 16 0 0 17 0 0 0 1 0 1 0 3 12 1 0 16 36 10:15 AM 0 0 0 0 0 0 0 2 25 0 0 27 0 0 0 3 0 3 0 1 12 3 0 16 46 10:30 AM 0 0 0 1 0 1 0 5 29 0 0 34 0 0 0 7 0 7 0 2 13 2 0 17 59 10:45 AM 0 2 0 3 2 7 0 2 23 1 0 26 0 0 0 3 1 4 0 2 17 1 1 21 58 Total 0 3 0 4 3 10 0 10 93 1 0 104 0 0 0 14 1 15 0 8 54 7 1 70 199 11:00 AM 0 1 0 2 1 4 0 9 26 0 0 35 0 1 0 4 1 6 0 1 25 2 0 28 73 11:15 AM 0 0 0 6 0 6 0 15 33 1 0 49 0 0 0 7 0 7 0 4 22 3 0 29 91 11:30 AM 0 3 0 1 0 4 0 8 46 1 0 55 0 5 0 9 0 14 0 2 22 4 0 28 101 11:45 AM 0 1 0 1 0 2 0 12 41 2 4 59 0 3 0 11 0 14 0 1 19 4 2 26 101 Total 0 5 0 10 1 16 0 44 146 4 4 198 0 9 0 31 1 41 0 8 88 13 2 111 366 12:00 PM 0 3 0 4 0 7 0 8 57 0 1 66 0 1 0 10 5 16 0 2 33 1 2 38 127 12:15 PM 0 2 0 1 1 4 0 13 52 1 0 66 0 4 0 18 2 24 0 2 51 4 2 59 153 12:30 PM 0 1 0 5 2 8 0 20 45 2 0 67 0 5 0 16 0 21 0 3 44 4 0 51 147 12:45 PM 0 2 0 4 0 6 0 12 44 0 0 56 0 3 0 16 0 19 0 6 30 3 0 39 120 Total 0 8 0 14 3 25 0 53 198 3 1 255 0 13 0 60 7 80 0 13 158 12 4 187 547 01:00 PM 0 0 0 2 0 2 0 11 40 1 0 52 0 9 0 19 0 28 0 2 33 4 0 39 121 01:15 PM 0 1 0 8 0 9 0 6 30 1 0 37 0 4 0 10 0 14 0 2 26 4 0 32 92 01:30 PM 0 0 0 1 0 1 0 6 39 0 0 45 0 2 1 12 0 15 0 2 17 1 0 20 81 01:45 PM 0 1 0 1 0 2 0 5 29 0 0 34 0 5 0 7 0 12 0 3 23 2 2 30 78 Total 0 2 0 12 0 14 0 28 138 2 0 168 0 20 1 48 0 69 0 9 99 11 2 121 372 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D32 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 3 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 1 0 7 0 8 0 5 24 0 0 29 0 2 0 14 0 16 0 1 29 0 0 30 83 02:15 PM 0 1 0 5 0 6 0 2 29 0 0 31 0 3 0 3 0 6 0 1 24 1 0 26 69 02:30 PM 0 0 0 2 0 2 0 9 26 2 0 37 0 2 0 9 0 11 0 0 22 1 0 23 73 02:45 PM 0 2 0 4 0 6 0 5 34 0 0 39 0 2 0 7 1 10 0 0 17 2 1 20 75 Total 0 4 0 18 0 22 0 21 113 2 0 136 0 9 0 33 1 43 0 2 92 4 1 99 300 03:00 PM 0 0 0 2 0 2 0 7 31 0 0 38 0 2 0 11 0 13 0 4 21 1 0 26 79 03:15 PM 0 3 0 3 1 7 0 5 27 1 1 34 0 1 0 4 0 5 0 2 18 4 0 24 70 03:30 PM 0 1 0 6 0 7 0 4 42 2 0 48 0 1 0 8 0 9 0 3 24 1 0 28 92 03:45 PM 0 1 0 5 1 7 0 3 33 0 0 36 0 1 0 3 0 4 0 2 18 0 0 20 67 Total 0 5 0 16 2 23 0 19 133 3 1 156 0 5 0 26 0 31 0 11 81 6 0 98 308 04:00 PM 0 1 0 5 0 6 0 4 32 1 0 37 0 4 0 5 0 9 0 3 26 3 0 32 84 04:15 PM 0 0 0 7 0 7 0 5 49 1 0 55 0 0 0 10 0 10 0 3 20 0 0 23 95 04:30 PM 0 2 0 4 0 6 0 9 43 1 0 53 0 3 0 11 0 14 0 4 18 4 0 26 99 04:45 PM 0 3 0 6 2 11 0 9 53 0 0 62 0 0 0 5 0 5 0 1 28 3 0 32 110 Total 0 6 0 22 2 30 0 27 177 3 0 207 0 7 0 31 0 38 0 11 92 10 0 113 388 05:00 PM 0 2 1 6 0 9 0 7 54 2 0 63 0 2 0 11 0 13 0 2 30 3 0 35 120 05:15 PM 0 1 0 3 0 4 0 12 63 0 0 75 0 6 0 9 0 15 0 1 31 5 0 37 131 05:30 PM 0 0 0 5 2 7 0 15 51 1 0 67 0 1 0 14 0 15 0 5 23 5 0 33 122 05:45 PM 0 2 0 1 0 3 0 12 36 1 0 49 0 1 0 16 0 17 0 3 29 3 0 35 104 Total 0 5 1 15 2 23 0 46 204 4 0 254 0 10 0 50 0 60 0 11 113 16 0 140 477 06:00 PM 0 0 0 5 1 6 0 15 52 0 0 67 0 5 0 16 0 21 0 2 34 2 0 38 132 06:15 PM 0 1 0 7 0 8 0 10 49 0 0 59 0 3 1 20 0 24 0 1 35 3 0 39 130 06:30 PM 0 1 0 2 0 3 0 14 35 0 0 49 0 1 0 13 0 14 0 1 41 2 0 44 110 06:45 PM 0 1 0 0 0 1 0 9 54 0 0 63 0 2 0 12 0 14 0 1 37 6 0 44 122 Total 0 3 0 14 1 18 0 48 190 0 0 238 0 11 1 61 0 73 0 5 147 13 0 165 494 07:00 PM 0 1 1 2 0 4 0 7 31 2 0 40 0 4 0 17 0 21 0 2 29 2 0 33 98 07:15 PM 0 1 0 3 1 5 0 9 25 0 0 34 0 7 0 7 0 14 0 2 21 0 0 23 76 07:30 PM 0 2 0 2 0 4 0 9 24 1 0 34 0 3 0 8 0 11 0 2 15 1 0 18 67 07:45 PM 0 0 0 3 1 4 0 10 18 0 0 28 0 2 0 8 0 10 0 2 14 2 0 18 60 Total 0 4 1 10 2 17 0 35 98 3 0 136 0 16 0 40 0 56 0 8 79 5 0 92 301 08:00 PM 0 1 0 0 0 1 0 5 25 0 1 31 0 4 0 8 0 12 0 0 18 2 0 20 64 08:15 PM 0 0 0 1 1 2 0 9 15 0 0 24 0 1 0 9 1 11 0 1 21 1 0 23 60 08:30 PM 0 1 0 1 0 2 0 1 21 0 0 22 0 2 0 3 1 6 0 0 15 0 1 16 46 08:45 PM 0 0 0 0 0 0 0 2 15 0 0 17 0 0 0 3 0 3 0 0 15 2 0 17 37 Total 0 2 0 2 1 5 0 17 76 0 1 94 0 7 0 23 2 32 0 1 69 5 1 76 207 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D33 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 4 79th St & West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 1 0 1 0 3 14 0 0 17 0 1 0 3 0 4 0 0 12 0 0 12 34 09:15 PM 0 0 1 0 0 1 0 2 13 1 0 16 0 1 0 5 0 6 0 0 5 1 0 6 29 09:30 PM 0 1 0 0 0 1 0 1 13 0 0 14 0 0 0 3 0 3 0 0 7 0 0 7 25 09:45 PM 0 0 0 0 0 0 0 3 7 0 0 10 0 0 0 4 0 4 0 0 5 1 0 6 20 Total 0 1 1 1 0 3 0 9 47 1 0 57 0 2 0 15 0 17 0 0 29 2 0 31 108 10:00 PM 0 0 0 0 0 0 0 0 4 0 0 4 0 0 0 1 1 2 0 0 10 0 0 10 16 10:15 PM 0 0 0 0 0 0 0 0 5 0 0 5 0 1 0 1 0 2 0 0 3 0 0 3 10 10:30 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 6 0 0 6 8 10:45 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 1 0 0 0 1 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 0 13 0 0 13 0 2 0 2 1 5 0 0 19 0 0 19 37 11:00 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 2 0 2 0 0 4 0 0 4 8 11:15 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 4 0 0 4 7 11:30 PM 0 0 0 0 1 1 0 0 1 0 1 2 0 0 0 0 0 0 0 0 0 0 0 0 3 11:45 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 1 1 0 0 7 0 1 8 0 0 0 2 0 2 0 0 9 0 0 9 20 Grand Total 0 63 3 154 19 239 0 397 1868 36 8 2309 0 115 3 482 13 613 0 113 1368 106 11 1598 4759 Apprch %0 26.4 1.3 64.4 7.9 0 17.2 80.9 1.6 0.3 0 18.8 0.5 78.6 2.1 0 7.1 85.6 6.6 0.7 Total %0 1.3 0.1 3.2 0.4 5 0 8.3 39.3 0.8 0.2 48.5 0 2.4 0.1 10.1 0.3 12.9 0 2.4 28.7 2.2 0.2 33.6 Cars +0 59 3 148 14 224 0 388 1828 33 8 2257 0 111 3 471 12 597 0 111 1327 103 11 1552 4630 % Cars +0 93.7 100 96.1 73.7 93.7 0 97.7 97.9 91.7 100 97.7 0 96.5 100 97.7 92.3 97.4 0 98.2 97 97.2 100 97.1 97.3 Trucks 0 4 0 6 5 15 0 9 40 3 0 52 0 4 0 11 1 16 0 2 41 3 0 46 129 % Trucks 0 6.3 0 3.9 26.3 6.3 0 2.3 2.1 8.3 0 2.3 0 3.5 0 2.3 7.7 2.6 0 1.8 3 2.8 0 2.9 2.7 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D34 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 5 79th St & West Access Chanhassen, MN Parking Lot 79th Street 79th Street Eastern Site Access Right 148 6 154 Thru 3 0 3 Left 59 4 63 UTrn 0 0 0 Peds 14 5 19 InOut Total 147 224 371 5 15 20 152 391 239 Out0 0 0 In0 0 0 Total0 0 0 Right33 3 36 Thru1828 40 1868 Left388 9 397 UTrn0 0 0 Peds8 0 8 OutTotalIn1857 2257 4114 56 52 108 1913 4222 2309 Out0 0 0 In0 0 0 Total0 0 0 UTrn 0 0 0 Left 111 4 115 Thru 3 0 3 Right 471 11 482 Peds 12 1 13 Out TotalIn 494 597 1091 12 16 28 506 1119 613 Out0 0 0 In0 0 0 Total0 0 0 UTrn0 0 0 Left111 2 113 Thru1327 41 1368 Right103 3 106 Peds11 0 11 TotalOutIn2087 1552 3639 50 46 96 2137 3735 1598 Out0 0 0 In0 0 0 Total0 0 0 10/25/2017 12:00 AM 10/25/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D35 Spack Consulting File Name : Count Sheet - 3 - 79th St & West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 6 79th St & West Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Eastern Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 1 0 3 0 4 0 2 13 3 0 18 0 0 0 3 0 3 0 1 24 0 0 25 50 08:15 AM 0 0 0 1 0 1 0 2 16 1 0 19 0 0 0 4 0 4 0 1 14 1 0 16 40 08:30 AM 0 1 0 1 0 2 0 5 20 1 0 26 0 0 0 3 0 3 0 3 21 0 0 24 55 08:45 AM 0 2 0 1 0 3 0 3 23 1 0 27 0 1 0 3 0 4 0 1 17 0 0 18 52 Total Volume 0 4 0 6 0 10 0 12 72 6 0 90 0 1 0 13 0 14 0 6 76 1 0 83 197 % App. Total 0 40 0 60 0 0 13.3 80 6.7 0 0 7.1 0 92.9 0 0 7.2 91.6 1.2 0 PHF .000 .500 .000 .500 .000 .625 .000 .600 .783 .500 .000 .833 .000 .250 .000 .813 .000 .875 .000 .500 .792 .250 .000 .830 .895 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 3 0 4 0 7 0 8 57 0 1 66 0 1 0 10 5 16 0 2 33 1 2 38 127 12:15 PM 0 2 0 1 1 4 0 13 52 1 0 66 0 4 0 18 2 24 0 2 51 4 2 59 153 12:30 PM 0 1 0 5 2 8 0 20 45 2 0 67 0 5 0 16 0 21 0 3 44 4 0 51 147 12:45 PM 0 2 0 4 0 6 0 12 44 0 0 56 0 3 0 16 0 19 0 6 30 3 0 39 120 Total Volume 0 8 0 14 3 25 0 53 198 3 1 255 0 13 0 60 7 80 0 13 158 12 4 187 547 % App. Total 0 32 0 56 12 0 20.8 77.6 1.2 0.4 0 16.2 0 75 8.8 0 7 84.5 6.4 2.1 PHF .000 .667 .000 .700 .375 .781 .000 .663 .868 .375 .250 .951 .000 .650 .000 .833 .350 .833 .000 .542 .775 .750 .500 .792 .894 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 PM 06:00 PM 0 0 0 5 1 6 0 15 52 0 0 67 0 5 0 16 0 21 0 2 34 2 0 38 132 06:15 PM 0 1 0 7 0 8 0 10 49 0 0 59 0 3 1 20 0 24 0 1 35 3 0 39 130 06:30 PM 0 1 0 2 0 3 0 14 35 0 0 49 0 1 0 13 0 14 0 1 41 2 0 44 110 06:45 PM 0 1 0 0 0 1 0 9 54 0 0 63 0 2 0 12 0 14 0 1 37 6 0 44 122 Total Volume 0 3 0 14 1 18 0 48 190 0 0 238 0 11 1 61 0 73 0 5 147 13 0 165 494 % App. Total 0 16.7 0 77.8 5.6 0 20.2 79.8 0 0 0 15.1 1.4 83.6 0 0 3 89.1 7.9 0 PHF .000 .750 .000 .500 .250 .563 .000 .800 .880 .000 .000 .888 .000 .550 .250 .763 .000 .760 .000 .625 .896 .542 .000 .938 .936 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D36 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 1 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 03:00 AM 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2 Total 0 0 0 1 0 1 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 1 0 1 4 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 2 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 3 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 05:30 AM 0 0 1 0 0 1 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 2 05:45 AM 0 0 0 0 0 0 0 1 0 2 0 3 0 0 0 1 0 1 0 0 0 0 0 0 4 Total 0 0 1 0 0 1 0 1 0 2 0 3 0 1 0 1 0 2 0 0 0 1 0 1 7 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 4 0 0 0 0 0 0 4 06:15 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 0 0 1 0 0 0 2 0 2 7 06:30 AM 0 0 1 0 0 1 0 7 0 3 0 10 0 1 0 5 0 6 0 1 0 9 0 10 27 06:45 AM 0 0 0 0 0 0 0 6 0 1 0 7 0 4 0 5 0 9 0 2 0 6 0 8 24 Total 0 0 1 0 0 1 0 17 0 4 0 21 0 7 0 13 0 20 0 3 0 17 0 20 62 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D37 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 2 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 1 1 0 0 2 0 12 0 0 0 12 0 4 1 2 0 7 0 1 0 6 0 7 28 07:15 AM 0 1 0 0 0 1 0 6 0 1 0 7 0 7 0 1 0 8 0 0 0 9 2 11 27 07:30 AM 0 3 0 0 0 3 0 5 0 3 0 8 0 4 0 2 0 6 0 1 0 8 0 9 26 07:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 12 0 8 0 20 0 2 0 7 0 9 31 Total 0 5 1 0 0 6 0 23 0 6 0 29 0 27 1 13 0 41 0 4 0 30 2 36 112 08:00 AM 0 0 0 0 0 0 0 10 0 2 0 12 0 6 0 2 0 8 0 0 0 10 0 10 30 08:15 AM 0 4 0 0 0 4 0 11 0 1 0 12 0 11 0 6 0 17 0 2 0 3 0 5 38 08:30 AM 0 2 0 0 0 2 0 6 0 5 0 11 0 4 0 4 1 9 0 2 0 4 0 6 28 08:45 AM 0 3 0 1 0 4 0 7 0 4 0 11 0 3 0 4 0 7 0 2 0 5 0 7 29 Total 0 9 0 1 0 10 0 34 0 12 0 46 0 24 0 16 1 41 0 6 0 22 0 28 125 09:00 AM 0 0 0 1 0 1 0 1 0 6 0 7 0 2 0 6 0 8 0 3 0 0 0 3 19 09:15 AM 0 2 1 0 0 3 0 3 0 2 0 5 0 1 0 7 0 8 0 1 0 4 0 5 21 09:30 AM 0 5 0 0 0 5 0 3 0 3 0 6 0 2 0 3 0 5 0 1 0 2 0 3 19 09:45 AM 0 1 0 1 0 2 0 7 0 2 0 9 0 3 0 2 0 5 0 1 0 5 0 6 22 Total 0 8 1 2 0 11 0 14 0 13 0 27 0 8 0 18 0 26 0 6 0 11 0 17 81 10:00 AM 0 2 0 0 0 2 0 6 0 1 0 7 0 2 0 6 0 8 0 0 0 4 0 4 21 10:15 AM 0 1 0 1 0 2 0 7 0 1 1 9 0 3 0 5 0 8 0 0 0 4 1 5 24 10:30 AM 0 0 0 0 0 0 0 3 0 0 4 7 0 5 0 4 0 9 0 1 0 2 6 9 25 10:45 AM 0 0 1 0 0 1 0 4 0 3 2 9 0 6 0 4 0 10 0 0 0 5 3 8 28 Total 0 3 1 1 0 5 0 20 0 5 7 32 0 16 0 19 0 35 0 1 0 15 10 26 98 11:00 AM 0 1 0 0 1 2 0 10 0 2 0 12 0 1 0 4 0 5 0 1 0 4 2 7 26 11:15 AM 0 0 0 1 0 1 0 7 0 1 0 8 0 9 1 11 0 21 0 2 0 5 1 8 38 11:30 AM 0 0 0 0 0 0 0 8 0 2 0 10 0 3 0 5 0 8 0 0 0 5 2 7 25 11:45 AM 0 0 0 1 1 2 0 7 0 2 0 9 0 5 0 3 0 8 0 1 0 11 0 12 31 Total 0 1 0 2 2 5 0 32 0 7 0 39 0 18 1 23 0 42 0 4 0 25 5 34 120 12:00 PM 0 1 1 1 0 3 0 16 0 9 1 26 0 5 0 5 0 10 0 1 0 6 1 8 47 12:15 PM 0 4 0 0 1 5 0 13 0 6 1 20 0 9 0 7 0 16 0 2 0 6 2 10 51 12:30 PM 0 2 0 1 0 3 0 5 0 2 0 7 0 5 0 5 0 10 0 0 0 9 0 9 29 12:45 PM 0 3 0 1 0 4 0 11 0 5 0 16 0 4 0 8 0 12 0 3 0 5 0 8 40 Total 0 10 1 3 1 15 0 45 0 22 2 69 0 23 0 25 0 48 0 6 0 26 3 35 167 01:00 PM 0 3 0 1 0 4 0 11 0 6 0 17 0 8 0 7 0 15 0 2 0 6 5 13 49 01:15 PM 0 5 0 0 0 5 0 11 0 4 0 15 0 10 0 8 0 18 0 1 0 7 2 10 48 01:30 PM 0 3 0 0 0 3 0 15 0 5 0 20 0 2 1 7 0 10 0 3 0 5 0 8 41 01:45 PM 0 2 0 1 0 3 0 6 0 3 0 9 0 6 0 7 0 13 0 1 0 5 0 6 31 Total 0 13 0 2 0 15 0 43 0 18 0 61 0 26 1 29 0 56 0 7 0 23 7 37 169 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D38 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 3 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 1 0 1 0 2 0 4 0 7 0 11 0 5 0 4 0 9 0 2 0 3 1 6 28 02:15 PM 0 2 0 3 0 5 0 8 0 6 0 14 0 4 0 4 0 8 0 1 0 6 0 7 34 02:30 PM 0 6 0 0 0 6 0 6 0 4 2 12 0 7 0 5 0 12 0 1 0 4 4 9 39 02:45 PM 0 1 1 0 0 2 0 4 0 6 0 10 0 3 2 2 0 7 0 1 0 1 0 2 21 Total 0 10 1 4 0 15 0 22 0 23 2 47 0 19 2 15 0 36 0 5 0 14 5 24 122 03:00 PM 0 1 0 0 0 1 0 7 0 5 0 12 0 7 0 1 0 8 0 1 0 12 1 14 35 03:15 PM 0 4 0 1 0 5 0 15 0 7 0 22 0 7 0 5 0 12 0 1 0 5 1 7 46 03:30 PM 0 3 0 0 0 3 0 12 0 3 0 15 0 8 0 5 0 13 0 3 0 4 1 8 39 03:45 PM 0 2 0 0 0 2 0 11 0 6 1 18 0 8 0 7 0 15 0 2 0 7 2 11 46 Total 0 10 0 1 0 11 0 45 0 21 1 67 0 30 0 18 0 48 0 7 0 28 5 40 166 04:00 PM 0 3 1 1 0 5 0 6 0 10 0 16 0 7 0 3 0 10 0 0 0 4 0 4 35 04:15 PM 0 3 1 1 2 7 0 6 0 11 0 17 0 9 0 5 0 14 0 2 0 10 0 12 50 04:30 PM 0 3 0 1 1 5 0 8 0 7 0 15 0 7 0 6 0 13 0 1 0 7 5 13 46 04:45 PM 0 2 1 1 0 4 0 9 0 8 0 17 0 8 1 7 0 16 0 0 0 13 2 15 52 Total 0 11 3 4 3 21 0 29 0 36 0 65 0 31 1 21 0 53 0 3 0 34 7 44 183 05:00 PM 0 3 1 1 0 5 0 15 0 9 0 24 0 7 0 8 0 15 0 1 0 9 0 10 54 05:15 PM 0 3 0 0 0 3 0 16 0 15 0 31 0 5 0 5 0 10 0 1 0 11 0 12 56 05:30 PM 0 5 0 1 0 6 0 21 0 7 0 28 0 8 0 7 0 15 0 0 0 9 0 9 58 05:45 PM 0 4 0 0 0 4 0 15 0 4 1 20 0 9 0 9 0 18 0 0 0 12 0 12 54 Total 0 15 1 2 0 18 0 67 0 35 1 103 0 29 0 29 0 58 0 2 0 41 0 43 222 06:00 PM 0 4 2 1 0 7 0 17 0 2 1 20 0 11 1 13 0 25 0 1 0 17 2 20 72 06:15 PM 0 5 0 0 0 5 0 13 0 3 0 16 0 9 1 9 0 19 0 1 0 9 0 10 50 06:30 PM 0 2 0 0 0 2 0 16 0 4 0 20 0 10 0 6 0 16 0 1 0 12 2 15 53 06:45 PM 0 0 1 1 0 2 0 9 0 3 0 12 0 15 0 15 0 30 0 2 0 5 1 8 52 Total 0 11 3 2 0 16 0 55 0 12 1 68 0 45 2 43 0 90 0 5 0 43 5 53 227 07:00 PM 0 1 0 1 0 2 0 11 0 1 0 12 0 16 0 10 0 26 0 0 0 6 0 6 46 07:15 PM 0 1 0 0 0 1 0 5 0 3 0 8 0 5 0 4 0 9 0 0 0 4 0 4 22 07:30 PM 0 1 0 0 0 1 0 4 0 3 0 7 0 8 1 4 0 13 0 0 0 9 0 9 30 07:45 PM 0 2 1 1 0 4 0 4 0 4 2 10 0 10 0 12 0 22 0 1 0 1 2 4 40 Total 0 5 1 2 0 8 0 24 0 11 2 37 0 39 1 30 0 70 0 1 0 20 2 23 138 08:00 PM 0 2 0 3 0 5 0 11 0 1 0 12 0 5 0 3 0 8 0 0 0 4 1 5 30 08:15 PM 0 1 0 0 0 1 0 2 0 1 0 3 0 1 0 3 0 4 0 0 0 1 1 2 10 08:30 PM 0 5 0 0 0 5 0 3 0 2 0 5 0 3 0 2 0 5 0 0 0 2 2 4 19 08:45 PM 0 2 1 0 0 3 0 2 0 0 0 2 0 4 0 1 0 5 0 0 0 8 0 8 18 Total 0 10 1 3 0 14 0 18 0 4 0 22 0 13 0 9 0 22 0 0 0 15 4 19 77 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D39 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 4 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 1 0 0 0 1 0 6 0 1 0 7 0 6 0 1 0 7 0 0 0 4 0 4 19 09:15 PM 0 1 0 0 0 1 0 4 0 2 0 6 0 3 0 1 0 4 0 0 0 1 0 1 12 09:30 PM 0 3 0 0 0 3 0 3 0 1 0 4 0 2 0 1 0 3 0 0 0 0 1 1 11 09:45 PM 0 1 0 0 0 1 0 2 0 0 0 2 0 2 0 0 0 2 0 0 0 2 0 2 7 Total 0 6 0 0 0 6 0 15 0 4 0 19 0 13 0 3 0 16 0 0 0 7 1 8 49 10:00 PM 0 1 0 0 0 1 0 2 0 0 0 2 0 4 0 2 0 6 0 0 0 0 0 0 9 10:15 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 1 0 0 0 1 0 0 0 3 0 3 7 10:30 PM 0 0 0 0 1 1 0 0 0 1 0 1 0 1 0 0 0 1 0 0 0 0 0 0 3 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 1 0 0 1 2 0 5 0 1 0 6 0 6 0 2 0 8 0 0 0 4 0 4 20 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 Grand Total 0 129 16 30 7 182 0 511 0 236 16 763 0 379 9 327 1 716 0 60 0 378 56 494 2155 Apprch %0 70.9 8.8 16.5 3.8 0 67 0 30.9 2.1 0 52.9 1.3 45.7 0.1 0 12.1 0 76.5 11.3 Total %0 6 0.7 1.4 0.3 8.4 0 23.7 0 11 0.7 35.4 0 17.6 0.4 15.2 0 33.2 0 2.8 0 17.5 2.6 22.9 Cars +0 125 16 26 6 173 0 502 0 230 15 747 0 371 8 321 0 700 0 57 0 374 56 487 2107 % Cars +0 96.9 100 86.7 85.7 95.1 0 98.2 0 97.5 93.8 97.9 0 97.9 88.9 98.2 0 97.8 0 95 0 98.9 100 98.6 97.8 Trucks 0 4 0 4 1 9 0 9 0 6 1 16 0 8 1 6 1 16 0 3 0 4 0 7 48 % Trucks 0 3.1 0 13.3 14.3 4.9 0 1.8 0 2.5 6.2 2.1 0 2.1 11.1 1.8 100 2.2 0 5 0 1.1 0 1.4 2.2 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D40 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 5 79th St & Far West Access Chanhassen, MN Parking Lot 79th Street 79th Street Western Site Access Right 26 4 30 Thru 16 0 16 Left 125 4 129 UTrn 0 0 0 Peds 6 1 7 InOut Total 295 173 468 10 9 19 305 487 182 Out0 0 0 In0 0 0 Total0 0 0 Right230 6 236 Thru0 0 0 Left502 9 511 UTrn0 0 0 Peds15 1 16 OutTotalIn446 747 1193 10 16 26 456 1219 763 Out0 0 0 In0 0 0 Total0 0 0 UTrn 0 0 0 Left 371 8 379 Thru 8 1 9 Right 321 6 327 Peds 0 1 1 Out TotalIn 892 700 1592 13 16 29 905 1621 716 Out0 0 0 In0 0 0 Total0 0 0 UTrn0 0 0 Left57 3 60 Thru0 0 0 Right374 4 378 Peds56 0 56 TotalOutIn397 487 884 12 7 19 409 903 494 Out0 0 0 In0 0 0 Total0 0 0 10/24/2017 12:00 AM 10/24/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D41 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 6 79th St & Far West Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 0 0 0 2 0 2 0 12 0 8 0 20 0 2 0 7 0 9 31 08:00 AM 0 0 0 0 0 0 0 10 0 2 0 12 0 6 0 2 0 8 0 0 0 10 0 10 30 08:15 AM 0 4 0 0 0 4 0 11 0 1 0 12 0 11 0 6 0 17 0 2 0 3 0 5 38 08:30 AM 0 2 0 0 0 2 0 6 0 5 0 11 0 4 0 4 1 9 0 2 0 4 0 6 28 Total Volume 0 6 0 0 0 6 0 27 0 10 0 37 0 33 0 20 1 54 0 6 0 24 0 30 127 % App. Total 0 100 0 0 0 0 73 0 27 0 0 61.1 0 37 1.9 0 20 0 80 0 PHF .000 .375 .000 .000 .000 .375 .000 .614 .000 .500 .000 .771 .000 .688 .000 .625 .250 .675 .000 .750 .000 .600 .000 .750 .836 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:45 PM 12:45 PM 0 3 0 1 0 4 0 11 0 5 0 16 0 4 0 8 0 12 0 3 0 5 0 8 40 01:00 PM 0 3 0 1 0 4 0 11 0 6 0 17 0 8 0 7 0 15 0 2 0 6 5 13 49 01:15 PM 0 5 0 0 0 5 0 11 0 4 0 15 0 10 0 8 0 18 0 1 0 7 2 10 48 01:30 PM 0 3 0 0 0 3 0 15 0 5 0 20 0 2 1 7 0 10 0 3 0 5 0 8 41 Total Volume 0 14 0 2 0 16 0 48 0 20 0 68 0 24 1 30 0 55 0 9 0 23 7 39 178 % App. Total 0 87.5 0 12.5 0 0 70.6 0 29.4 0 0 43.6 1.8 54.5 0 0 23.1 0 59 17.9 PHF .000 .700 .000 .500 .000 .800 .000 .800 .000 .833 .000 .850 .000 .600 .250 .938 .000 .764 .000 .750 .000 .821 .350 .750 .908 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 0 3 0 0 0 3 0 16 0 15 0 31 0 5 0 5 0 10 0 1 0 11 0 12 56 05:30 PM 0 5 0 1 0 6 0 21 0 7 0 28 0 8 0 7 0 15 0 0 0 9 0 9 58 05:45 PM 0 4 0 0 0 4 0 15 0 4 1 20 0 9 0 9 0 18 0 0 0 12 0 12 54 06:00 PM 0 4 2 1 0 7 0 17 0 2 1 20 0 11 1 13 0 25 0 1 0 17 2 20 72 Total Volume 0 16 2 2 0 20 0 69 0 28 2 99 0 33 1 34 0 68 0 2 0 49 2 53 240 % App. Total 0 80 10 10 0 0 69.7 0 28.3 2 0 48.5 1.5 50 0 0 3.8 0 92.5 3.8 PHF .000 .800 .250 .500 .000 .714 .000 .821 .000 .467 .500 .798 .000 .750 .250 .654 .000 .680 .000 .500 .000 .721 .250 .663 .833 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D42 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 1 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 2 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 3 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 2 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 0 1 0 1 0 2 5 Total 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 2 0 4 0 1 0 2 0 3 8 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 1 0 0 0 1 2 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 5 0 0 0 0 0 0 5 05:45 AM 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 3 0 3 4 Total 0 0 0 0 0 0 0 0 0 0 1 1 0 1 0 5 0 6 0 1 0 3 0 4 11 06:00 AM 0 1 0 0 0 1 0 0 0 0 0 0 0 3 0 2 0 5 0 0 0 1 0 1 7 06:15 AM 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 06:30 AM 0 0 0 1 0 1 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 3 06:45 AM 0 0 0 0 0 0 0 2 0 1 0 3 0 1 0 0 0 1 0 1 0 3 0 4 8 Total 0 1 0 1 0 2 0 3 0 2 0 5 0 4 0 3 0 7 0 1 0 4 0 5 19 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D43 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 2 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 3 0 0 0 3 0 1 0 2 0 3 0 2 0 1 0 3 0 0 0 3 0 3 12 07:15 AM 0 1 0 0 0 1 0 3 0 0 0 3 0 2 1 2 0 5 0 2 0 4 0 6 15 07:30 AM 0 1 1 0 0 2 0 2 0 0 0 2 0 2 0 0 0 2 0 0 0 2 0 2 8 07:45 AM 0 0 0 1 0 1 0 4 0 1 0 5 0 3 0 0 0 3 0 2 0 2 0 4 13 Total 0 5 1 1 0 7 0 10 0 3 0 13 0 9 1 3 0 13 0 4 0 11 0 15 48 08:00 AM 0 1 0 0 0 1 0 2 0 3 0 5 0 4 0 4 0 8 0 2 0 1 0 3 17 08:15 AM 0 3 0 0 0 3 0 2 0 1 0 3 0 1 0 2 0 3 0 0 0 3 0 3 12 08:30 AM 0 2 0 0 0 2 0 5 0 4 0 9 0 6 0 3 0 9 0 1 0 5 0 6 26 08:45 AM 0 1 0 0 0 1 0 3 0 2 0 5 0 4 0 4 0 8 0 0 0 2 0 2 16 Total 0 7 0 0 0 7 0 12 0 10 0 22 0 15 0 13 0 28 0 3 0 11 0 14 71 09:00 AM 0 1 0 0 0 1 0 1 0 4 0 5 0 0 0 2 0 2 0 0 0 4 0 4 12 09:15 AM 0 4 0 0 0 4 0 3 0 4 0 7 0 2 0 2 0 4 0 1 0 4 0 5 20 09:30 AM 0 3 0 0 0 3 0 3 0 4 0 7 0 0 0 4 0 4 0 2 0 2 1 5 19 09:45 AM 0 2 0 0 0 2 0 0 0 2 0 2 0 2 0 0 0 2 0 0 0 2 0 2 8 Total 0 10 0 0 0 10 0 7 0 14 0 21 0 4 0 8 0 12 0 3 0 12 1 16 59 10:00 AM 0 2 0 0 0 2 0 2 0 3 0 5 0 2 0 3 0 5 0 1 0 2 0 3 15 10:15 AM 0 2 0 0 4 6 0 2 0 6 0 8 0 3 0 1 0 4 0 1 0 3 3 7 25 10:30 AM 0 1 0 0 0 1 0 2 0 4 1 7 0 1 0 2 0 3 0 1 0 2 1 4 15 10:45 AM 0 2 1 0 2 5 0 3 0 2 0 5 0 6 1 4 0 11 0 1 0 3 4 8 29 Total 0 7 1 0 6 14 0 9 0 15 1 25 0 12 1 10 0 23 0 4 0 10 8 22 84 11:00 AM 0 2 0 0 0 2 0 4 0 5 0 9 0 5 0 5 0 10 0 3 0 3 3 9 30 11:15 AM 0 2 0 0 0 2 0 7 0 9 0 16 0 5 0 5 0 10 0 1 0 8 13 22 50 11:30 AM 0 0 0 1 0 1 0 7 0 8 0 15 0 6 0 8 0 14 0 6 0 14 2 22 52 11:45 AM 0 2 0 0 0 2 0 10 0 2 0 12 0 7 0 5 0 12 0 2 0 6 2 10 36 Total 0 6 0 1 0 7 0 28 0 24 0 52 0 23 0 23 0 46 0 12 0 31 20 63 168 12:00 PM 0 6 0 0 0 6 0 16 0 5 0 21 0 13 0 9 0 22 0 1 0 9 2 12 61 12:15 PM 0 1 0 0 0 1 0 14 0 6 0 20 0 10 0 15 0 25 0 0 0 16 3 19 65 12:30 PM 0 5 0 0 1 6 0 14 0 4 0 18 0 6 0 4 0 10 0 1 0 8 0 9 43 12:45 PM 0 2 0 0 0 2 0 11 0 5 0 16 0 15 0 11 0 26 0 2 0 9 1 12 56 Total 0 14 0 0 1 15 0 55 0 20 0 75 0 44 0 39 0 83 0 4 0 42 6 52 225 01:00 PM 0 0 0 1 0 1 0 9 0 3 0 12 0 13 0 12 0 25 0 0 0 11 0 11 49 01:15 PM 0 3 0 1 0 4 0 4 0 9 0 13 0 8 0 6 0 14 0 0 0 5 0 5 36 01:30 PM 0 2 2 0 0 4 0 7 0 5 0 12 0 11 0 5 0 16 0 0 0 7 0 7 39 01:45 PM 0 2 1 1 0 4 0 9 0 4 0 13 0 1 0 3 0 4 0 0 0 4 2 6 27 Total 0 7 3 3 0 13 0 29 0 21 0 50 0 33 0 26 0 59 0 0 0 27 2 29 151 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D44 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 3 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 2 0 1 0 3 0 4 0 7 0 11 0 2 0 7 0 9 0 2 0 6 0 8 31 02:15 PM 0 1 0 0 0 1 0 8 0 4 0 12 0 2 0 2 0 4 0 1 0 0 0 1 18 02:30 PM 0 4 0 0 0 4 0 5 0 7 0 12 0 3 0 2 0 5 0 1 0 4 0 5 26 02:45 PM 0 3 0 0 0 3 0 5 0 2 0 7 0 5 0 4 0 9 0 1 0 1 1 3 22 Total 0 10 0 1 0 11 0 22 0 20 0 42 0 12 0 15 0 27 0 5 0 11 1 17 97 03:00 PM 0 3 0 1 0 4 0 5 0 7 0 12 0 9 0 5 0 14 0 0 0 6 3 9 39 03:15 PM 0 3 0 0 0 3 0 3 0 0 0 3 0 5 0 3 0 8 0 2 0 5 0 7 21 03:30 PM 0 2 0 0 0 2 0 8 0 5 0 13 0 6 0 2 0 8 0 1 0 3 0 4 27 03:45 PM 0 3 0 0 0 3 0 3 0 6 0 9 0 4 0 3 0 7 0 1 0 8 1 10 29 Total 0 11 0 1 0 12 0 19 0 18 0 37 0 24 0 13 0 37 0 4 0 22 4 30 116 04:00 PM 0 4 0 1 0 5 0 3 0 7 0 10 0 6 0 2 0 8 0 2 0 12 3 17 40 04:15 PM 0 4 0 3 0 7 0 9 0 6 0 15 0 6 0 3 0 9 0 2 0 3 2 7 38 04:30 PM 0 4 2 1 1 8 0 6 0 8 0 14 0 7 1 3 0 11 0 2 0 4 0 6 39 04:45 PM 0 2 0 2 2 6 0 8 0 13 0 21 0 3 0 4 1 8 0 0 0 3 1 4 39 Total 0 14 2 7 3 26 0 26 0 34 0 60 0 22 1 12 1 36 0 6 0 22 6 34 156 05:00 PM 0 5 0 0 0 5 0 4 0 6 0 10 0 8 0 3 0 11 0 3 0 4 2 9 35 05:15 PM 0 4 0 2 0 6 0 12 0 5 0 17 0 5 0 3 0 8 0 2 0 6 0 8 39 05:30 PM 0 2 0 0 0 2 0 18 0 5 2 25 0 13 0 7 0 20 0 4 0 8 3 15 62 05:45 PM 0 5 0 0 0 5 0 11 0 2 0 13 0 8 0 6 0 14 0 1 0 7 4 12 44 Total 0 16 0 2 0 18 0 45 0 18 2 65 0 34 0 19 0 53 0 10 0 25 9 44 180 06:00 PM 0 2 0 3 1 6 0 15 0 6 1 22 0 11 0 6 0 17 0 1 0 7 1 9 54 06:15 PM 0 6 0 3 0 9 0 10 0 11 0 21 0 5 0 5 0 10 0 1 0 9 2 12 52 06:30 PM 0 4 0 2 0 6 0 7 0 11 0 18 0 5 0 7 0 12 0 0 0 5 0 5 41 06:45 PM 0 4 0 1 0 5 0 15 0 6 1 22 0 7 0 10 0 17 0 1 0 8 2 11 55 Total 0 16 0 9 1 26 0 47 0 34 2 83 0 28 0 28 0 56 0 3 0 29 5 37 202 07:00 PM 0 5 0 0 0 5 0 8 0 3 0 11 0 13 0 4 0 17 0 1 0 5 0 6 39 07:15 PM 0 2 0 1 1 4 0 3 0 0 0 3 0 12 0 5 0 17 0 0 0 5 0 5 29 07:30 PM 0 2 1 3 0 6 0 7 0 5 0 12 0 5 1 1 0 7 0 1 0 7 0 8 33 07:45 PM 0 1 0 2 0 3 0 1 0 3 0 4 0 2 0 5 0 7 0 0 0 6 0 6 20 Total 0 10 1 6 1 18 0 19 0 11 0 30 0 32 1 15 0 48 0 2 0 23 0 25 121 08:00 PM 0 2 1 3 0 6 0 3 0 0 0 3 0 7 0 2 0 9 0 0 0 5 0 5 23 08:15 PM 0 2 0 0 0 2 0 2 0 1 0 3 0 4 0 2 0 6 0 0 0 2 0 2 13 08:30 PM 0 1 0 1 0 2 0 6 0 1 0 7 0 4 0 4 0 8 0 1 0 8 0 9 26 08:45 PM 0 2 0 2 0 4 0 1 0 2 0 3 0 7 0 1 0 8 0 0 0 6 0 6 21 Total 0 7 1 6 0 14 0 12 0 4 0 16 0 22 0 9 0 31 0 1 0 21 0 22 83 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D45 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 4 79th St & Far West Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 3 0 0 1 4 0 4 0 1 0 5 0 4 0 3 0 7 0 1 0 3 2 6 22 09:15 PM 0 1 0 1 0 2 0 4 0 0 0 4 0 5 0 0 0 5 0 0 0 3 0 3 14 09:30 PM 0 1 1 1 0 3 0 1 0 0 0 1 0 4 0 1 0 5 0 0 0 1 0 1 10 09:45 PM 0 0 1 1 0 2 0 4 0 0 1 5 0 5 0 0 0 5 0 0 0 2 0 2 14 Total 0 5 2 3 1 11 0 13 0 1 1 15 0 18 0 4 0 22 0 1 0 9 2 12 60 10:00 PM 0 1 0 0 0 1 0 1 0 0 0 1 0 1 0 1 1 3 0 0 0 1 0 1 6 10:15 PM 0 0 1 0 1 2 0 1 0 0 0 1 0 4 0 1 0 5 0 0 0 0 0 0 8 10:30 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 1 0 1 3 0 3 0 0 0 3 0 5 0 2 1 8 0 0 0 1 0 1 15 11:00 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 0 2 0 0 0 0 0 0 3 11:15 PM 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 1 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 0 1 0 1 0 0 0 1 0 3 0 0 0 3 0 0 0 1 0 1 6 Grand Total 0 148 12 41 14 215 0 362 0 249 7 618 0 350 4 250 2 606 0 65 0 318 64 447 1886 Apprch %0 68.8 5.6 19.1 6.5 0 58.6 0 40.3 1.1 0 57.8 0.7 41.3 0.3 0 14.5 0 71.1 14.3 Total %0 7.8 0.6 2.2 0.7 11.4 0 19.2 0 13.2 0.4 32.8 0 18.6 0.2 13.3 0.1 32.1 0 3.4 0 16.9 3.4 23.7 Cars +0 142 12 39 13 206 0 353 0 239 7 599 0 345 4 239 1 589 0 64 0 310 64 438 1832 % Cars +0 95.9 100 95.1 92.9 95.8 0 97.5 0 96 100 96.9 0 98.6 100 95.6 50 97.2 0 98.5 0 97.5 100 98 97.1 Trucks 0 6 0 2 1 9 0 9 0 10 0 19 0 5 0 11 1 17 0 1 0 8 0 9 54 % Trucks 0 4.1 0 4.9 7.1 4.2 0 2.5 0 4 0 3.1 0 1.4 0 4.4 50 2.8 0 1.5 0 2.5 0 2 2.9 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D46 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 5 79th St & Far West Access Chanhassen, MN Parking Lot 79th Street 79th Street Western Site Access Right 39 2 41 Thru 12 0 12 Left 142 6 148 UTrn 0 0 0 Peds 13 1 14 InOut Total 307 206 513 11 9 20 318 533 215 Out0 0 0 In0 0 0 Total0 0 0 Right239 10 249 Thru0 0 0 Left353 9 362 UTrn0 0 0 Peds7 0 7 OutTotalIn381 599 980 17 19 36 398 1016 618 Out0 0 0 In0 0 0 Total0 0 0 UTrn 0 0 0 Left 345 5 350 Thru 4 0 4 Right 239 11 250 Peds 1 1 2 Out TotalIn 675 589 1264 17 17 34 692 1298 606 Out0 0 0 In0 0 0 Total0 0 0 UTrn0 0 0 Left64 1 65 Thru0 0 0 Right310 8 318 Peds64 0 64 TotalOutIn384 438 822 7 9 16 391 838 447 Out0 0 0 In0 0 0 Total0 0 0 10/25/2017 12:00 AM 10/25/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D47 Spack Consulting File Name : Count Sheet - 4 - 79th St & Far West Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 6 79th St & Far West Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Western Site Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:30 AM 08:30 AM 0 2 0 0 0 2 0 5 0 4 0 9 0 6 0 3 0 9 0 1 0 5 0 6 26 08:45 AM 0 1 0 0 0 1 0 3 0 2 0 5 0 4 0 4 0 8 0 0 0 2 0 2 16 09:00 AM 0 1 0 0 0 1 0 1 0 4 0 5 0 0 0 2 0 2 0 0 0 4 0 4 12 09:15 AM 0 4 0 0 0 4 0 3 0 4 0 7 0 2 0 2 0 4 0 1 0 4 0 5 20 Total Volume 0 8 0 0 0 8 0 12 0 14 0 26 0 12 0 11 0 23 0 2 0 15 0 17 74 % App. Total 0 100 0 0 0 0 46.2 0 53.8 0 0 52.2 0 47.8 0 0 11.8 0 88.2 0 PHF .000 .500 .000 .000 .000 .500 .000 .600 .000 .875 .000 .722 .000 .500 .000 .688 .000 .639 .000 .500 .000 .750 .000 .708 .712 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 6 0 0 0 6 0 16 0 5 0 21 0 13 0 9 0 22 0 1 0 9 2 12 61 12:15 PM 0 1 0 0 0 1 0 14 0 6 0 20 0 10 0 15 0 25 0 0 0 16 3 19 65 12:30 PM 0 5 0 0 1 6 0 14 0 4 0 18 0 6 0 4 0 10 0 1 0 8 0 9 43 12:45 PM 0 2 0 0 0 2 0 11 0 5 0 16 0 15 0 11 0 26 0 2 0 9 1 12 56 Total Volume 0 14 0 0 1 15 0 55 0 20 0 75 0 44 0 39 0 83 0 4 0 42 6 52 225 % App. Total 0 93.3 0 0 6.7 0 73.3 0 26.7 0 0 53 0 47 0 0 7.7 0 80.8 11.5 PHF .000 .583 .000 .000 .250 .625 .000 .859 .000 .833 .000 .893 .000 .733 .000 .650 .000 .798 .000 .500 .000 .656 .500 .684 .865 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:30 PM 05:30 PM 0 2 0 0 0 2 0 18 0 5 2 25 0 13 0 7 0 20 0 4 0 8 3 15 62 05:45 PM 0 5 0 0 0 5 0 11 0 2 0 13 0 8 0 6 0 14 0 1 0 7 4 12 44 06:00 PM 0 2 0 3 1 6 0 15 0 6 1 22 0 11 0 6 0 17 0 1 0 7 1 9 54 06:15 PM 0 6 0 3 0 9 0 10 0 11 0 21 0 5 0 5 0 10 0 1 0 9 2 12 52 Total Volume 0 15 0 6 1 22 0 54 0 24 3 81 0 37 0 24 0 61 0 7 0 31 10 48 212 % App. Total 0 68.2 0 27.3 4.5 0 66.7 0 29.6 3.7 0 60.7 0 39.3 0 0 14.6 0 64.6 20.8 PHF .000 .625 .000 .500 .250 .611 .000 .750 .000 .545 .375 .810 .000 .712 .000 .857 .000 .763 .000 .438 .000 .861 .625 .800 .855 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D48 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 1 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 1 5 0 0 1 0 0 1 6 12:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 0 0 0 0 3 12:30 AM 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 2 0 2 0 0 1 1 0 2 5 12:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 3 0 0 0 3 0 0 0 0 0 0 4 Total 0 0 0 0 0 0 0 2 1 0 0 3 0 4 0 7 1 12 0 0 2 1 0 3 18 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 2 0 0 0 0 0 0 2 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 3 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 1 7 0 0 1 0 0 1 8 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 3 0 4 0 0 0 0 0 0 4 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 2 0 0 0 0 0 0 3 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 7 0 8 0 0 0 0 0 0 9 03:00 AM 0 0 0 0 0 0 0 2 1 0 0 3 0 0 0 3 0 3 0 0 0 0 0 0 6 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 0 2 03:30 AM 0 0 0 0 0 0 0 2 2 0 0 4 0 0 0 2 0 2 0 0 0 0 0 0 6 03:45 AM 0 0 0 0 0 0 0 2 1 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 4 Total 0 0 0 0 0 0 0 6 4 0 0 10 0 1 0 7 0 8 0 0 0 0 0 0 18 04:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 2 0 4 0 0 0 0 0 0 5 04:15 AM 0 0 0 0 0 0 0 4 1 0 0 5 0 1 0 8 0 9 0 0 1 2 0 3 17 04:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 4 0 5 0 0 1 3 0 4 11 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 5 0 8 0 0 1 1 1 3 11 Total 0 0 0 0 0 0 0 7 1 0 0 8 0 7 0 19 0 26 0 0 3 6 1 10 44 05:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 2 0 7 0 9 0 0 1 1 0 2 15 05:15 AM 0 0 0 0 0 0 0 6 1 0 0 7 0 3 0 13 0 16 0 0 0 1 0 1 24 05:30 AM 0 1 0 0 0 1 0 3 4 0 0 7 0 5 0 12 0 17 0 0 1 7 0 8 33 05:45 AM 0 0 0 0 0 0 0 6 4 0 0 10 0 2 0 8 0 10 0 0 1 3 0 4 24 Total 0 1 0 0 0 1 0 19 9 0 0 28 0 12 0 40 0 52 0 0 3 12 0 15 96 06:00 AM 0 0 0 0 0 0 0 6 5 1 0 12 0 2 0 13 0 15 0 0 2 4 0 6 33 06:15 AM 0 1 0 0 0 1 0 6 7 0 0 13 0 1 0 9 0 10 0 0 5 2 0 7 31 06:30 AM 0 0 0 0 0 0 0 8 15 0 0 23 0 2 0 18 0 20 0 1 13 2 0 16 59 06:45 AM 0 0 0 0 0 0 0 7 12 1 0 20 0 3 0 22 0 25 0 0 13 6 0 19 64 Total 0 1 0 0 0 1 0 27 39 2 0 68 0 8 0 62 0 70 0 1 33 14 0 48 187 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D49 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 2 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 11 22 1 0 34 0 3 1 13 0 17 0 0 21 8 0 29 80 07:15 AM 0 0 0 0 2 2 0 8 16 1 0 25 0 9 0 13 0 22 0 1 17 4 0 22 71 07:30 AM 0 0 1 0 0 1 0 9 20 1 0 30 0 5 0 16 0 21 0 1 15 7 0 23 75 07:45 AM 0 0 0 0 0 0 0 5 16 1 0 22 0 7 1 16 1 25 0 1 21 8 0 30 77 Total 0 0 1 0 2 3 0 33 74 4 0 111 0 24 2 58 1 85 0 3 74 27 0 104 303 08:00 AM 0 0 0 1 0 1 0 20 32 2 0 54 0 0 0 4 0 4 0 0 16 6 1 23 82 08:15 AM 0 2 0 0 0 2 0 12 23 3 0 38 0 9 0 14 0 23 0 0 25 8 1 34 97 08:30 AM 0 2 0 0 0 2 0 9 21 3 0 33 0 5 0 13 1 19 0 0 18 7 1 26 80 08:45 AM 0 3 0 0 0 3 0 12 25 6 0 43 0 6 0 18 0 24 0 0 19 8 4 31 101 Total 0 7 0 1 0 8 0 53 101 14 0 168 0 20 0 49 1 70 0 0 78 29 7 114 360 09:00 AM 0 1 0 0 0 1 0 11 23 0 0 34 0 5 0 9 0 14 0 0 15 5 0 20 69 09:15 AM 0 0 0 0 0 0 0 3 17 0 0 20 0 5 0 14 1 20 0 0 19 10 0 29 69 09:30 AM 0 2 0 0 1 3 0 12 18 2 1 33 0 6 0 14 0 20 0 1 19 4 2 26 82 09:45 AM 0 1 0 0 0 1 0 13 30 2 0 45 0 4 0 10 0 14 0 0 14 4 0 18 78 Total 0 4 0 0 1 5 0 39 88 4 1 132 0 20 0 47 1 68 0 1 67 23 2 93 298 10:00 AM 0 1 0 0 0 1 0 17 12 3 0 32 0 5 0 8 1 14 0 1 22 5 3 31 78 10:15 AM 0 2 0 0 2 4 0 10 21 2 0 33 0 7 0 12 0 19 0 1 16 3 3 23 79 10:30 AM 0 3 0 0 0 3 0 15 15 1 0 31 0 3 0 17 0 20 1 1 11 9 0 22 76 10:45 AM 0 2 0 0 2 4 0 8 17 1 0 26 0 6 0 13 0 19 0 1 14 5 0 20 69 Total 0 8 0 0 4 12 0 50 65 7 0 122 0 21 0 50 1 72 1 4 63 22 6 96 302 11:00 AM 0 1 0 0 1 2 0 7 39 5 0 51 0 7 0 12 0 19 0 0 23 8 0 31 103 11:15 AM 0 1 0 0 0 1 0 11 37 2 0 50 0 10 0 12 0 22 0 0 23 8 0 31 104 11:30 AM 0 1 0 0 1 2 0 13 31 3 0 47 0 5 0 11 0 16 0 1 23 9 1 34 99 11:45 AM 0 2 0 1 1 4 0 7 39 1 0 47 0 5 0 13 1 19 0 1 32 5 0 38 108 Total 0 5 0 1 3 9 0 38 146 11 0 195 0 27 0 48 1 76 0 2 101 30 1 134 414 12:00 PM 0 1 0 0 0 1 0 15 67 6 0 88 0 3 0 19 0 22 0 0 35 10 0 45 156 12:15 PM 0 0 0 0 1 1 0 11 58 1 0 70 0 9 0 15 0 24 0 0 45 9 0 54 149 12:30 PM 0 3 0 0 2 5 0 11 35 6 1 53 0 6 0 16 0 22 0 0 44 6 2 52 132 12:45 PM 0 4 0 1 0 5 0 11 37 3 0 51 0 10 0 16 1 27 0 0 40 6 1 47 130 Total 0 8 0 1 3 12 0 48 197 16 1 262 0 28 0 66 1 95 0 0 164 31 3 198 567 01:00 PM 0 1 0 1 0 2 0 9 43 4 0 56 0 6 0 11 1 18 0 1 37 7 0 45 121 01:15 PM 0 0 0 0 0 0 0 13 33 1 1 48 0 12 0 9 0 21 0 1 27 3 2 33 102 01:30 PM 0 1 1 0 0 2 0 2 34 1 0 37 0 10 0 12 0 22 0 0 39 9 0 48 109 01:45 PM 0 1 0 0 2 3 0 14 24 1 0 39 0 8 0 21 1 30 0 0 28 9 2 39 111 Total 0 3 1 1 2 7 0 38 134 7 1 180 0 36 0 53 2 91 0 2 131 28 4 165 443 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D50 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 3 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 1 0 0 1 2 0 12 32 3 0 47 0 1 0 11 0 12 0 1 20 6 0 27 88 02:15 PM 0 1 0 0 0 1 0 10 35 3 0 48 0 11 0 10 2 23 0 0 25 6 0 31 103 02:30 PM 0 3 0 0 2 5 0 10 36 2 0 48 0 9 0 10 0 19 0 2 28 8 7 45 117 02:45 PM 0 2 0 0 0 2 0 10 23 4 0 37 0 10 0 12 0 22 0 0 30 5 0 35 96 Total 0 7 0 0 3 10 0 42 126 12 0 180 0 31 0 43 2 76 0 3 103 25 7 138 404 03:00 PM 0 0 0 0 0 0 0 13 45 1 0 59 0 5 0 12 0 17 0 0 23 7 0 30 106 03:15 PM 0 2 0 0 2 4 0 8 46 2 0 56 0 6 0 11 0 17 0 0 29 6 0 35 112 03:30 PM 0 0 0 0 0 0 0 8 41 4 2 55 0 5 0 11 1 17 0 1 28 4 0 33 105 03:45 PM 0 2 0 0 1 3 0 9 36 5 0 50 0 8 0 11 0 19 0 0 35 5 0 40 112 Total 0 4 0 0 3 7 0 38 168 12 2 220 0 24 0 45 1 70 0 1 115 22 0 138 435 04:00 PM 0 2 0 1 0 3 0 9 53 3 1 66 0 9 0 11 0 20 0 1 24 10 0 35 124 04:15 PM 0 1 0 1 2 4 0 17 40 3 0 60 0 7 0 12 0 19 0 0 39 11 0 50 133 04:30 PM 0 4 0 0 1 5 0 22 46 6 1 75 0 11 0 9 0 20 0 0 22 3 0 25 125 04:45 PM 0 1 0 0 1 2 0 6 62 7 1 76 0 11 0 9 0 20 0 0 29 11 2 42 140 Total 0 8 0 2 4 14 0 54 201 19 3 277 0 38 0 41 0 79 0 1 114 35 2 152 522 05:00 PM 0 3 0 2 0 5 0 11 75 1 0 87 0 9 0 13 0 22 0 0 38 5 0 43 157 05:15 PM 0 2 0 0 0 2 0 10 69 3 0 82 0 4 0 9 0 13 0 2 45 5 0 52 149 05:30 PM 0 1 0 0 0 1 0 15 73 0 0 88 0 11 0 12 1 24 0 0 49 6 0 55 168 05:45 PM 0 0 0 1 1 2 0 5 53 1 1 60 0 6 0 9 1 16 0 0 49 7 0 56 134 Total 0 6 0 3 1 10 0 41 270 5 1 317 0 30 0 43 2 75 0 2 181 23 0 206 608 06:00 PM 0 2 0 1 0 3 0 10 71 5 1 87 0 8 0 9 1 18 0 2 51 9 0 62 170 06:15 PM 0 1 0 0 0 1 0 7 61 2 0 70 0 8 0 8 0 16 0 0 58 8 0 66 153 06:30 PM 0 2 0 0 1 3 0 13 57 2 0 72 0 6 0 17 0 23 0 1 43 10 1 55 153 06:45 PM 0 0 0 0 0 0 0 7 46 1 2 56 0 10 0 9 0 19 0 0 38 5 0 43 118 Total 0 5 0 1 1 7 0 37 235 10 3 285 0 32 0 43 1 76 0 3 190 32 1 226 594 07:00 PM 0 0 0 0 0 0 0 9 37 0 0 46 0 6 0 10 0 16 0 1 38 10 0 49 111 07:15 PM 0 1 0 0 0 1 0 13 24 2 3 42 0 3 0 14 0 17 0 0 31 5 0 36 96 07:30 PM 0 0 0 2 0 2 0 2 24 2 0 28 0 5 0 10 0 15 0 0 31 6 0 37 82 07:45 PM 0 0 0 1 0 1 0 6 27 0 0 33 0 3 0 7 0 10 0 0 27 3 0 30 74 Total 0 1 0 3 0 4 0 30 112 4 3 149 0 17 0 41 0 58 0 1 127 24 0 152 363 08:00 PM 0 0 0 1 0 1 0 8 36 0 0 44 0 6 0 13 0 19 0 0 29 6 2 37 101 08:15 PM 0 0 0 0 1 1 0 8 18 0 0 26 0 6 0 14 0 20 0 0 20 3 1 24 71 08:30 PM 0 0 0 0 0 0 0 4 16 0 0 20 0 5 0 15 0 20 0 0 34 3 0 37 77 08:45 PM 0 0 0 0 0 0 0 1 12 0 0 13 0 2 0 5 0 7 0 0 13 6 0 19 39 Total 0 0 0 1 1 2 0 21 82 0 0 103 0 19 0 47 0 66 0 0 96 18 3 117 288 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D51 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 4 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 3 12 0 1 16 0 2 0 11 0 13 0 0 16 4 0 20 49 09:15 PM 0 0 0 0 1 1 0 2 15 0 0 17 0 0 0 6 1 7 0 0 8 2 1 11 36 09:30 PM 0 0 0 0 0 0 0 1 11 0 0 12 0 3 0 7 1 11 0 0 11 2 0 13 36 09:45 PM 0 0 0 0 0 0 0 3 7 0 0 10 0 1 0 6 0 7 0 0 10 0 0 10 27 Total 0 0 0 0 1 1 0 9 45 0 1 55 0 6 0 30 2 38 0 0 45 8 1 54 148 10:00 PM 0 0 0 0 1 1 0 0 3 0 0 3 0 2 0 6 0 8 0 0 8 0 0 8 20 10:15 PM 0 0 0 0 0 0 0 3 7 0 0 10 0 2 0 10 0 12 0 0 3 1 0 4 26 10:30 PM 0 0 0 0 1 1 0 4 5 0 0 9 0 3 0 7 0 10 0 0 4 0 0 4 24 10:45 PM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 3 0 3 0 0 2 1 0 3 8 Total 0 0 0 0 2 2 0 7 17 0 0 24 0 7 0 26 0 33 0 0 17 2 0 19 78 11:00 PM 0 0 0 0 0 0 0 2 1 0 0 3 0 5 0 4 0 9 0 0 2 4 0 6 18 11:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 3 0 5 0 0 3 0 0 3 9 11:30 PM 0 0 0 0 0 0 0 0 0 0 1 1 0 2 0 1 1 4 0 0 2 0 0 2 7 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 0 0 1 1 0 2 4 Total 0 0 0 0 0 0 0 3 1 0 1 5 0 10 0 9 1 20 0 0 8 5 0 13 38 Grand Total 0 68 2 14 31 115 0 643 2116 127 17 2903 0 423 2 887 19 1331 1 24 1716 417 38 2196 6545 Apprch %0 59.1 1.7 12.2 27 0 22.1 72.9 4.4 0.6 0 31.8 0.2 66.6 1.4 0 1.1 78.1 19 1.7 Total %0 1 0 0.2 0.5 1.8 0 9.8 32.3 1.9 0.3 44.4 0 6.5 0 13.6 0.3 20.3 0 0.4 26.2 6.4 0.6 33.6 Cars +0 66 2 14 29 111 0 631 2080 119 16 2846 0 417 2 873 16 1308 1 23 1689 409 36 2158 6423 % Cars +0 97.1 100 100 93.5 96.5 0 98.1 98.3 93.7 94.1 98 0 98.6 100 98.4 84.2 98.3 100 95.8 98.4 98.1 94.7 98.3 98.1 Trucks 0 2 0 0 2 4 0 12 36 8 1 57 0 6 0 14 3 23 0 1 27 8 2 38 122 % Trucks 0 2.9 0 0 6.5 3.5 0 1.9 1.7 6.3 5.9 2 0 1.4 0 1.6 15.8 1.7 0 4.2 1.6 1.9 5.3 1.7 1.9 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D52 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 5 79th St & East Access Chanhassen, MN Parking Lot 79th Street 79th Street Western Gas Station Access Right 14 0 14 Thru 2 0 2 Left 66 2 68 UTrn 0 0 0 Peds 29 2 31 InOut Total 144 111 255 9 4 13 153 268 115 Out0 0 0 In0 0 0 Total0 0 0 Right119 8 127 Thru2080 36 2116 Left631 12 643 UTrn0 0 0 Peds16 1 17 OutTotalIn2628 2846 5474 43 57 100 2671 5574 2903 Out0 0 0 In0 0 0 Total0 0 0 UTrn 0 0 0 Left 417 6 423 Thru 2 0 2 Right 873 14 887 Peds 16 3 19 Out TotalIn 1042 1308 2350 20 23 43 1062 2393 1331 Out0 0 0 In0 0 0 Total0 0 0 UTrn1 0 1 Left23 1 24 Thru1689 27 1716 Right409 8 417 Peds36 2 38 TotalOutIn2511 2158 4669 42 38 80 2553 4749 2196 Out1 0 1 In0 0 0 Total1 0 1 10/24/2017 12:00 AM 10/24/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D53 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 6 79th St & East Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Western Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 1 0 1 0 20 32 2 0 54 0 0 0 4 0 4 0 0 16 6 1 23 82 08:15 AM 0 2 0 0 0 2 0 12 23 3 0 38 0 9 0 14 0 23 0 0 25 8 1 34 97 08:30 AM 0 2 0 0 0 2 0 9 21 3 0 33 0 5 0 13 1 19 0 0 18 7 1 26 80 08:45 AM 0 3 0 0 0 3 0 12 25 6 0 43 0 6 0 18 0 24 0 0 19 8 4 31 101 Total Volume 0 7 0 1 0 8 0 53 101 14 0 168 0 20 0 49 1 70 0 0 78 29 7 114 360 % App. Total 0 87.5 0 12.5 0 0 31.5 60.1 8.3 0 0 28.6 0 70 1.4 0 0 68.4 25.4 6.1 PHF .000 .583 .000 .250 .000 .667 .000 .663 .789 .583 .000 .778 .000 .556 .000 .681 .250 .729 .000 .000 .780 .906 .438 .838 .891 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 1 0 0 0 1 0 15 67 6 0 88 0 3 0 19 0 22 0 0 35 10 0 45 156 12:15 PM 0 0 0 0 1 1 0 11 58 1 0 70 0 9 0 15 0 24 0 0 45 9 0 54 149 12:30 PM 0 3 0 0 2 5 0 11 35 6 1 53 0 6 0 16 0 22 0 0 44 6 2 52 132 12:45 PM 0 4 0 1 0 5 0 11 37 3 0 51 0 10 0 16 1 27 0 0 40 6 1 47 130 Total Volume 0 8 0 1 3 12 0 48 197 16 1 262 0 28 0 66 1 95 0 0 164 31 3 198 567 % App. Total 0 66.7 0 8.3 25 0 18.3 75.2 6.1 0.4 0 29.5 0 69.5 1.1 0 0 82.8 15.7 1.5 PHF .000 .500 .000 .250 .375 .600 .000 .800 .735 .667 .250 .744 .000 .700 .000 .868 .250 .880 .000 .000 .911 .775 .375 .917 .909 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:30 PM 05:30 PM 0 1 0 0 0 1 0 15 73 0 0 88 0 11 0 12 1 24 0 0 49 6 0 55 168 05:45 PM 0 0 0 1 1 2 0 5 53 1 1 60 0 6 0 9 1 16 0 0 49 7 0 56 134 06:00 PM 0 2 0 1 0 3 0 10 71 5 1 87 0 8 0 9 1 18 0 2 51 9 0 62 170 06:15 PM 0 1 0 0 0 1 0 7 61 2 0 70 0 8 0 8 0 16 0 0 58 8 0 66 153 Total Volume 0 4 0 2 1 7 0 37 258 8 2 305 0 33 0 38 3 74 0 2 207 30 0 239 625 % App. Total 0 57.1 0 28.6 14.3 0 12.1 84.6 2.6 0.7 0 44.6 0 51.4 4.1 0 0.8 86.6 12.6 0 PHF .000 .500 .000 .500 .250 .583 .000 .617 .884 .400 .500 .866 .000 .750 .000 .792 .750 .771 .000 .250 .892 .833 .000 .905 .919 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D54 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 1 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Staton Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 4 0 0 2 0 0 2 6 12:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 2 0 4 0 0 2 0 0 2 7 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 2 0 0 2 4 12:45 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 1 0 5 0 6 0 0 1 3 0 4 12 Total 0 0 0 0 0 0 0 3 0 0 0 3 0 5 0 11 0 16 0 0 7 3 0 10 29 01:00 AM 0 0 0 0 0 0 0 2 1 0 0 3 0 1 0 5 0 6 0 0 1 1 0 2 11 01:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 2 0 3 0 0 0 0 0 0 4 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 2 0 5 0 0 1 0 0 1 6 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 3 1 0 0 4 0 5 0 9 0 14 0 0 2 1 0 3 21 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 0 0 0 0 0 0 2 02:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 3 0 4 0 0 0 0 0 0 5 03:00 AM 0 0 0 0 0 0 0 0 2 0 0 2 0 0 0 2 0 2 0 0 1 0 0 1 5 03:15 AM 0 0 1 0 0 1 0 1 0 0 0 1 0 1 0 3 0 4 0 0 1 0 0 1 7 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 3 03:45 AM 0 0 0 0 0 0 0 1 1 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 3 Total 0 0 1 0 0 1 0 2 3 0 0 5 0 1 0 9 0 10 0 0 2 0 0 2 18 04:00 AM 0 0 0 0 0 0 0 1 1 0 0 2 0 2 0 1 0 3 0 0 0 0 0 0 5 04:15 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 8 0 8 0 0 1 0 0 1 12 04:30 AM 0 0 0 0 0 0 0 4 1 0 0 5 0 2 0 3 0 5 0 0 0 1 0 1 11 04:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 3 0 8 0 11 0 0 2 4 0 6 18 Total 0 0 0 0 0 0 0 9 2 0 0 11 0 7 0 20 0 27 0 0 3 5 0 8 46 05:00 AM 0 0 0 0 0 0 0 5 1 0 0 6 0 4 0 7 0 11 0 0 1 2 0 3 20 05:15 AM 0 0 0 0 0 0 0 2 1 0 0 3 0 2 0 14 0 16 0 0 0 1 0 1 20 05:30 AM 0 0 0 0 0 0 0 5 2 0 0 7 0 2 0 11 0 13 0 0 0 5 0 5 25 05:45 AM 0 0 0 0 0 0 0 4 2 0 0 6 0 3 0 10 0 13 0 0 3 3 0 6 25 Total 0 0 0 0 0 0 0 16 6 0 0 22 0 11 0 42 0 53 0 0 4 11 0 15 90 06:00 AM 0 0 0 0 0 0 0 6 3 1 0 10 0 1 0 9 0 10 0 0 2 1 4 7 27 06:15 AM 0 0 0 0 0 0 0 10 4 0 0 14 0 1 0 25 0 26 0 0 0 3 0 3 43 06:30 AM 0 0 0 0 0 0 0 8 5 1 0 14 0 4 0 12 0 16 0 0 1 6 0 7 37 06:45 AM 0 1 0 0 0 1 0 8 11 0 0 19 0 5 0 15 0 20 0 0 5 2 0 7 47 Total 0 1 0 0 0 1 0 32 23 2 0 57 0 11 0 61 0 72 0 0 8 12 4 24 154 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D55 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 2 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Staton Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 12 5 0 0 17 0 4 0 11 0 15 0 0 13 8 0 21 53 07:15 AM 0 1 1 0 0 2 0 10 9 3 2 24 0 5 0 16 0 21 0 1 10 4 0 15 62 07:30 AM 0 1 0 1 0 2 0 15 14 1 0 30 0 8 0 17 0 25 0 1 7 5 0 13 70 07:45 AM 0 1 0 0 0 1 0 10 12 2 0 24 0 1 1 17 0 19 0 1 10 6 3 20 64 Total 0 3 1 1 0 5 0 47 40 6 2 95 0 18 1 61 0 80 0 3 40 23 3 69 249 08:00 AM 0 0 0 0 0 0 0 17 13 1 0 31 0 3 0 17 0 20 0 0 24 6 3 33 84 08:15 AM 0 1 0 0 0 1 0 8 12 0 0 20 0 8 0 11 0 19 0 0 11 4 0 15 55 08:30 AM 0 1 0 0 0 1 0 17 22 1 0 40 0 4 1 20 0 25 0 0 16 10 0 26 92 08:45 AM 0 0 0 0 0 0 0 14 18 0 0 32 0 11 0 9 0 20 0 0 20 5 0 25 77 Total 0 2 0 0 0 2 0 56 65 2 0 123 0 26 1 57 0 84 0 0 71 25 3 99 308 09:00 AM 0 0 0 1 0 1 0 8 13 3 0 24 0 7 0 10 0 17 0 0 9 5 1 15 57 09:15 AM 0 0 0 0 1 1 0 13 12 2 0 27 0 3 0 15 0 18 0 0 18 6 1 25 71 09:30 AM 0 3 0 1 0 4 1 2 8 4 0 15 0 3 0 11 0 14 0 0 18 5 0 23 56 09:45 AM 0 2 0 0 0 2 0 8 9 2 0 19 0 4 0 10 0 14 0 0 8 9 0 17 52 Total 0 5 0 2 1 8 1 31 42 11 0 85 0 17 0 46 0 63 0 0 53 25 2 80 236 10:00 AM 0 2 1 0 1 4 0 6 11 5 1 23 0 8 1 9 0 18 0 0 9 3 1 13 58 10:15 AM 0 3 0 0 0 3 0 7 16 0 0 23 0 8 0 7 0 15 0 0 15 2 0 17 58 10:30 AM 0 0 0 0 0 0 0 15 26 2 1 44 0 6 0 6 0 12 0 0 15 6 1 22 78 10:45 AM 0 1 0 0 3 4 0 11 13 3 0 27 0 9 0 10 0 19 0 0 14 5 1 20 70 Total 0 6 1 0 4 11 0 39 66 10 2 117 0 31 1 32 0 64 0 0 53 16 3 72 264 11:00 AM 0 2 0 0 1 3 1 10 33 1 0 45 0 5 0 18 1 24 0 0 19 9 0 28 100 11:15 AM 0 1 0 0 0 1 0 8 41 4 1 54 0 6 0 8 0 14 0 0 25 3 2 30 99 11:30 AM 0 2 0 0 0 2 0 11 45 0 1 57 0 9 0 7 0 16 0 0 26 5 0 31 106 11:45 AM 0 0 0 0 0 0 0 21 47 2 4 74 0 6 0 8 0 14 0 2 25 5 7 39 127 Total 0 5 0 0 1 6 1 50 166 7 6 230 0 26 0 41 1 68 0 2 95 22 9 128 432 12:00 PM 0 3 0 0 1 4 0 10 52 3 1 66 0 8 0 17 5 30 0 0 39 8 4 51 151 12:15 PM 0 0 0 0 1 1 0 11 59 0 1 71 0 9 0 12 1 22 0 0 54 15 2 71 165 12:30 PM 0 1 0 0 1 2 0 12 59 4 1 76 0 10 0 16 0 26 0 1 41 15 1 58 162 12:45 PM 0 3 1 1 0 5 0 8 51 4 1 64 0 5 0 8 0 13 0 0 44 7 2 53 135 Total 0 7 1 1 3 12 0 41 221 11 4 277 0 32 0 53 6 91 0 1 178 45 9 233 613 01:00 PM 0 1 0 0 0 1 0 12 43 3 0 58 0 11 1 11 0 23 0 1 47 5 2 55 137 01:15 PM 0 2 0 1 0 3 0 16 30 4 0 50 0 5 0 15 0 20 0 2 39 7 4 52 125 01:30 PM 0 2 0 1 3 6 0 16 37 2 0 55 0 7 0 13 0 20 0 0 23 5 3 31 112 01:45 PM 0 1 0 0 0 1 0 7 24 1 0 32 0 6 0 9 0 15 0 1 24 2 0 27 75 Total 0 6 0 2 3 11 0 51 134 10 0 195 0 29 1 48 0 78 0 4 133 19 9 165 449 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D56 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 3 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Staton Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 2 0 0 0 2 0 10 26 6 2 44 0 5 0 6 0 11 0 0 37 7 0 44 101 02:15 PM 0 1 1 2 0 4 0 10 28 7 0 45 0 3 0 25 0 28 0 2 17 8 4 31 108 02:30 PM 0 4 0 0 1 5 0 7 33 1 0 41 0 4 0 9 0 13 0 0 24 8 3 35 94 02:45 PM 0 1 0 0 0 1 0 19 26 5 0 50 0 10 1 11 0 22 0 0 26 5 0 31 104 Total 0 8 1 2 1 12 0 46 113 19 2 180 0 22 1 51 0 74 0 2 104 28 7 141 407 03:00 PM 0 2 0 0 0 2 0 8 35 3 0 46 0 7 0 11 0 18 0 0 26 6 0 32 98 03:15 PM 0 2 1 0 0 3 0 10 27 2 0 39 0 5 0 8 0 13 0 1 14 5 0 20 75 03:30 PM 0 1 0 0 0 1 0 16 35 3 1 55 0 9 0 6 0 15 0 0 25 8 0 33 104 03:45 PM 0 2 0 2 0 4 0 14 31 2 0 47 0 5 0 10 0 15 0 0 20 5 0 25 91 Total 0 7 1 2 0 10 0 48 128 10 1 187 0 26 0 35 0 61 0 1 85 24 0 110 368 04:00 PM 0 0 0 0 0 0 0 12 30 4 0 46 0 7 0 9 0 16 0 0 24 6 0 30 92 04:15 PM 0 2 0 1 0 3 0 11 46 6 0 63 0 8 0 9 0 17 0 2 22 5 0 29 112 04:30 PM 0 2 0 0 1 3 0 22 47 6 0 75 0 8 0 21 0 29 0 0 24 6 2 32 139 04:45 PM 0 1 0 0 2 3 0 16 48 6 0 70 0 11 0 14 0 25 0 0 29 8 0 37 135 Total 0 5 0 1 3 9 0 61 171 22 0 254 0 34 0 53 0 87 0 2 99 25 2 128 478 05:00 PM 0 1 0 0 0 1 0 11 56 5 0 72 0 8 0 13 0 21 0 0 30 13 0 43 137 05:15 PM 0 3 0 1 0 4 0 7 67 4 2 80 0 7 0 12 0 19 0 1 29 13 0 43 146 05:30 PM 0 3 0 0 2 5 0 16 59 2 1 78 0 7 0 12 0 19 0 0 31 2 0 33 135 05:45 PM 0 1 0 0 0 1 0 10 43 3 0 56 0 6 0 14 0 20 0 0 44 6 0 50 127 Total 0 8 0 1 2 11 0 44 225 14 3 286 0 28 0 51 0 79 0 1 134 34 0 169 545 06:00 PM 0 1 0 0 0 1 0 11 64 1 0 76 0 4 1 13 0 18 0 1 43 9 0 53 148 06:15 PM 0 1 1 1 0 3 0 12 50 4 2 68 0 9 0 14 1 24 0 1 43 12 1 57 152 06:30 PM 0 2 0 0 0 2 0 4 42 2 2 50 0 5 0 13 0 18 0 1 40 14 2 57 127 06:45 PM 0 1 0 0 0 1 0 15 59 1 0 75 0 4 0 15 0 19 0 0 35 11 2 48 143 Total 0 5 1 1 0 7 0 42 215 8 4 269 0 22 1 55 1 79 0 3 161 46 5 215 570 07:00 PM 0 0 0 0 1 1 0 17 38 0 0 55 0 5 0 17 0 22 0 1 35 12 2 50 128 07:15 PM 0 1 0 1 0 2 0 5 24 4 0 33 0 9 0 9 0 18 0 0 26 5 0 31 84 07:30 PM 0 1 0 1 0 2 0 13 31 3 0 47 0 4 0 12 0 16 0 0 19 4 0 23 88 07:45 PM 0 1 0 0 0 1 0 6 22 0 0 28 0 4 0 8 0 12 0 0 23 2 0 25 66 Total 0 3 0 2 1 6 0 41 115 7 0 163 0 22 0 46 0 68 0 1 103 23 2 129 366 08:00 PM 0 1 0 1 0 2 0 4 25 0 0 29 0 4 0 6 0 10 0 0 23 7 0 30 71 08:15 PM 0 2 0 0 0 2 0 6 19 0 0 25 0 7 0 7 0 14 0 0 24 5 0 29 70 08:30 PM 0 0 0 0 0 0 0 8 13 0 0 21 0 8 0 8 0 16 0 0 17 4 0 21 58 08:45 PM 0 1 0 0 1 2 0 5 13 0 1 19 0 6 0 11 0 17 0 0 16 3 1 20 58 Total 0 4 0 1 1 6 0 23 70 0 1 94 0 25 0 32 0 57 0 0 80 19 1 100 257 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D57 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 4 79th St & East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Western Gas Staton Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 1 16 1 0 18 0 2 0 1 0 3 0 0 13 2 0 15 36 09:15 PM 0 0 0 0 0 0 0 3 11 0 0 14 0 3 0 6 0 9 0 0 8 2 0 10 33 09:30 PM 0 0 0 0 0 0 0 4 14 1 0 19 0 2 0 6 0 8 0 0 10 0 1 11 38 09:45 PM 0 0 0 0 0 0 0 3 7 0 0 10 0 3 0 5 0 8 0 0 8 2 0 10 28 Total 0 0 0 0 0 0 0 11 48 2 0 61 0 10 0 18 0 28 0 0 39 6 1 46 135 10:00 PM 0 0 0 0 0 0 0 2 2 0 1 5 0 1 0 6 0 7 0 0 6 4 0 10 22 10:15 PM 0 0 0 0 0 0 0 3 3 0 0 6 0 3 0 6 0 9 0 0 4 0 0 4 19 10:30 PM 0 0 0 0 0 0 0 0 1 0 0 1 0 1 0 12 0 13 0 0 3 3 0 6 20 10:45 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 1 0 4 0 5 0 0 0 0 0 0 8 Total 0 0 0 0 0 0 0 8 6 0 1 15 0 6 0 28 0 34 0 0 13 7 0 20 69 11:00 PM 0 0 0 0 0 0 0 5 2 0 0 7 0 1 0 6 0 7 0 0 2 4 0 6 20 11:15 PM 0 0 0 0 0 0 0 0 3 0 0 3 0 0 0 5 0 5 0 0 3 1 0 4 12 11:30 PM 0 0 0 0 0 0 0 0 1 0 1 2 0 1 0 2 0 3 0 0 0 0 0 0 5 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 1 0 1 4 Total 0 0 0 0 0 0 0 5 6 0 1 12 0 2 0 16 0 18 0 0 5 6 0 11 41 Grand Total 0 75 7 16 20 118 2 710 1866 141 27 2746 0 417 6 878 8 1309 0 20 1472 425 60 1977 6150 Apprch %0 63.6 5.9 13.6 16.9 0.1 25.9 68 5.1 1 0 31.9 0.5 67.1 0.6 0 1 74.5 21.5 3 Total %0 1.2 0.1 0.3 0.3 1.9 0 11.5 30.3 2.3 0.4 44.7 0 6.8 0.1 14.3 0.1 21.3 0 0.3 23.9 6.9 1 32.1 Cars +0 73 7 14 20 114 2 693 1827 136 26 2684 0 411 5 852 7 1275 0 18 1425 413 55 1911 5984 % Cars +0 97.3 100 87.5 100 96.6 100 97.6 97.9 96.5 96.3 97.7 0 98.6 83.3 97 87.5 97.4 0 90 96.8 97.2 91.7 96.7 97.3 Trucks 0 2 0 2 0 4 0 17 39 5 1 62 0 6 1 26 1 34 0 2 47 12 5 66 166 % Trucks 0 2.7 0 12.5 0 3.4 0 2.4 2.1 3.5 3.7 2.3 0 1.4 16.7 3 12.5 2.6 0 10 3.2 2.8 8.3 3.3 2.7 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D58 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 5 79th St & East Access Chanhassen, MN Parking Lot 79th Street 79th Street Western Gas Staton Access Right 14 2 16 Thru 7 0 7 Left 73 2 75 UTrn 0 0 0 Peds 20 0 20 InOut Total 159 114 273 8 4 12 167 285 118 Out0 0 0 In0 0 0 Total0 0 0 Right136 5 141 Thru1827 39 1866 Left693 17 710 UTrn2 0 2 Peds26 1 27 OutTotalIn2350 2684 5034 75 62 137 2425 5171 2746 Out2 0 2 In0 0 0 Total2 0 2 UTrn 0 0 0 Left 411 6 417 Thru 5 1 6 Right 852 26 878 Peds 7 1 8 Out TotalIn 1113 1275 2388 29 34 63 1142 2451 1309 Out0 0 0 In0 0 0 Total0 0 0 UTrn0 0 0 Left18 2 20 Thru1425 47 1472 Right413 12 425 Peds55 5 60 TotalOutIn2252 1911 4163 47 66 113 2299 4276 1977 Out0 0 0 In0 0 0 Total0 0 0 10/25/2017 12:00 AM 10/25/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D59 Spack Consulting File Name : Count Sheet - 5 - 79th St & East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 6 79th St & East Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Western Gas Staton Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 0 0 0 0 0 17 13 1 0 31 0 3 0 17 0 20 0 0 24 6 3 33 84 08:15 AM 0 1 0 0 0 1 0 8 12 0 0 20 0 8 0 11 0 19 0 0 11 4 0 15 55 08:30 AM 0 1 0 0 0 1 0 17 22 1 0 40 0 4 1 20 0 25 0 0 16 10 0 26 92 08:45 AM 0 0 0 0 0 0 0 14 18 0 0 32 0 11 0 9 0 20 0 0 20 5 0 25 77 Total Volume 0 2 0 0 0 2 0 56 65 2 0 123 0 26 1 57 0 84 0 0 71 25 3 99 308 % App. Total 0 100 0 0 0 0 45.5 52.8 1.6 0 0 31 1.2 67.9 0 0 0 71.7 25.3 3 PHF .000 .500 .000 .000 .000 .500 .000 .824 .739 .500 .000 .769 .000 .591 .250 .713 .000 .840 .000 .000 .740 .625 .250 .750 .837 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 0 3 0 0 1 4 0 10 52 3 1 66 0 8 0 17 5 30 0 0 39 8 4 51 151 12:15 PM 0 0 0 0 1 1 0 11 59 0 1 71 0 9 0 12 1 22 0 0 54 15 2 71 165 12:30 PM 0 1 0 0 1 2 0 12 59 4 1 76 0 10 0 16 0 26 0 1 41 15 1 58 162 12:45 PM 0 3 1 1 0 5 0 8 51 4 1 64 0 5 0 8 0 13 0 0 44 7 2 53 135 Total Volume 0 7 1 1 3 12 0 41 221 11 4 277 0 32 0 53 6 91 0 1 178 45 9 233 613 % App. Total 0 58.3 8.3 8.3 25 0 14.8 79.8 4 1.4 0 35.2 0 58.2 6.6 0 0.4 76.4 19.3 3.9 PHF .000 .583 .250 .250 .750 .600 .000 .854 .936 .688 1.00 .911 .000 .800 .000 .779 .300 .758 .000 .250 .824 .750 .563 .820 .929 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:00 PM 06:00 PM 0 1 0 0 0 1 0 11 64 1 0 76 0 4 1 13 0 18 0 1 43 9 0 53 148 06:15 PM 0 1 1 1 0 3 0 12 50 4 2 68 0 9 0 14 1 24 0 1 43 12 1 57 152 06:30 PM 0 2 0 0 0 2 0 4 42 2 2 50 0 5 0 13 0 18 0 1 40 14 2 57 127 06:45 PM 0 1 0 0 0 1 0 15 59 1 0 75 0 4 0 15 0 19 0 0 35 11 2 48 143 Total Volume 0 5 1 1 0 7 0 42 215 8 4 269 0 22 1 55 1 79 0 3 161 46 5 215 570 % App. Total 0 71.4 14.3 14.3 0 0 15.6 79.9 3 1.5 0 27.8 1.3 69.6 1.3 0 1.4 74.9 21.4 2.3 PHF .000 .625 .250 .250 .000 .583 .000 .700 .840 .500 .500 .885 .000 .611 .250 .917 .250 .823 .000 .750 .936 .821 .625 .943 .938 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D60 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 1 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 12:15 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 4 12:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 3 12:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 2 0 2 0 0 0 0 0 0 10 01:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:15 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 01:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 0 0 1 1 4 01:45 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 2 0 2 0 0 0 0 1 1 11 02:00 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 1 0 1 0 0 0 0 0 0 5 03:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 03:15 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:30 AM 0 0 0 0 0 0 0 1 0 1 0 2 0 2 0 0 0 2 0 0 0 0 0 0 4 03:45 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 1 0 0 0 1 0 0 0 0 0 0 4 Total 0 0 0 0 0 0 0 10 0 1 0 11 0 3 0 0 0 3 0 0 0 0 0 0 14 04:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 2 0 2 0 0 0 0 0 0 6 04:15 AM 0 0 0 0 0 0 0 5 0 1 0 6 0 0 0 1 0 1 0 0 0 0 0 0 7 04:30 AM 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 1 0 1 0 0 0 1 0 1 4 04:45 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 1 0 1 0 0 0 0 0 0 9 Total 0 0 0 0 0 0 0 18 0 2 0 20 0 0 0 5 0 5 0 0 0 1 0 1 26 05:00 AM 0 1 0 0 0 1 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 7 05:15 AM 0 0 0 0 0 0 0 16 0 0 0 16 0 0 0 1 0 1 0 0 0 0 0 0 17 05:30 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 1 0 4 0 5 0 0 0 1 0 1 14 05:45 AM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 3 0 3 0 0 0 0 0 0 10 Total 0 1 0 0 0 1 0 37 0 0 0 37 0 1 0 8 0 9 0 0 0 1 0 1 48 06:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 4 0 4 0 0 0 0 0 0 8 06:15 AM 0 0 0 0 0 0 0 11 0 0 0 11 0 1 0 1 0 2 0 0 0 0 0 0 13 06:30 AM 0 0 0 0 0 0 0 14 0 0 0 14 0 0 0 5 0 5 0 0 0 0 0 0 19 06:45 AM 0 0 0 0 0 0 0 15 0 0 0 15 0 2 0 2 0 4 0 0 0 0 0 0 19 Total 0 0 0 0 0 0 0 44 0 0 0 44 0 3 0 12 0 15 0 0 0 0 0 0 59 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D61 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 2 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 11 0 0 0 11 0 2 0 9 0 11 0 0 0 1 0 1 23 07:15 AM 0 0 0 0 0 0 0 10 0 0 0 10 0 0 0 3 0 3 0 0 0 1 0 1 14 07:30 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 3 0 2 0 5 0 1 0 1 0 2 15 07:45 AM 0 0 0 0 0 0 0 22 0 0 0 22 0 1 0 10 0 11 0 0 0 0 0 0 33 Total 0 0 0 0 0 0 0 51 0 0 0 51 0 6 0 24 0 30 0 1 0 3 0 4 85 08:00 AM 0 0 0 1 0 1 0 18 0 1 0 19 0 1 0 5 0 6 0 0 0 0 0 0 26 08:15 AM 0 0 3 0 0 3 0 7 0 0 0 7 0 0 0 12 0 12 0 0 0 0 0 0 22 08:30 AM 0 1 0 0 0 1 0 11 0 3 0 14 0 1 0 6 0 7 0 0 0 0 0 0 22 08:45 AM 0 2 0 0 0 2 0 8 0 0 0 8 0 6 0 5 0 11 0 0 0 0 0 0 21 Total 0 3 3 1 0 7 0 44 0 4 0 48 0 8 0 28 0 36 0 0 0 0 0 0 91 09:00 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 2 0 5 0 7 0 0 0 0 0 0 15 09:15 AM 0 0 0 0 0 0 0 11 0 0 0 11 0 2 0 5 0 7 0 0 0 0 0 0 18 09:30 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 2 1 1 0 4 0 1 0 0 1 2 14 09:45 AM 0 0 0 0 0 0 0 4 0 1 0 5 1 4 0 6 0 11 0 0 0 0 0 0 16 Total 0 0 0 0 0 0 0 31 0 1 0 32 1 10 1 17 0 29 0 1 0 0 1 2 63 10:00 AM 0 1 0 2 0 3 0 7 0 2 1 10 0 1 0 4 1 6 0 0 0 0 0 0 19 10:15 AM 0 0 0 1 0 1 0 4 0 1 1 6 0 1 0 8 0 9 0 1 0 0 0 1 17 10:30 AM 0 2 0 0 0 2 0 9 0 0 0 9 0 0 0 9 0 9 1 2 0 4 0 7 27 10:45 AM 0 1 0 0 0 1 0 9 0 1 0 10 0 1 0 8 0 9 0 1 0 3 0 4 24 Total 0 4 0 3 0 7 0 29 0 4 2 35 0 3 0 29 1 33 1 4 0 7 0 12 87 11:00 AM 0 1 0 1 1 3 0 5 0 1 0 6 0 3 0 5 0 8 0 0 0 1 0 1 18 11:15 AM 0 2 0 1 0 3 0 10 0 5 0 15 0 2 0 6 0 8 0 0 0 0 0 0 26 11:30 AM 0 4 0 0 0 4 0 6 0 2 0 8 0 3 0 4 0 7 0 0 0 0 0 0 19 11:45 AM 0 0 0 3 1 4 0 12 0 6 0 18 0 0 0 2 1 3 0 2 0 0 0 2 27 Total 0 7 0 5 2 14 0 33 0 14 0 47 0 8 0 17 1 26 0 2 0 1 0 3 90 12:00 PM 0 3 0 0 0 3 0 10 0 0 0 10 0 3 0 8 2 13 0 0 0 1 0 1 27 12:15 PM 0 2 0 0 0 2 0 11 0 0 0 11 0 2 1 9 0 12 0 0 0 0 0 0 25 12:30 PM 0 1 0 2 2 5 0 14 0 0 0 14 0 1 0 7 0 8 0 1 0 1 0 2 29 12:45 PM 0 0 0 1 0 1 0 12 0 0 0 12 0 2 0 6 0 8 0 0 0 1 0 1 22 Total 0 6 0 3 2 11 0 47 0 0 0 47 0 8 1 30 2 41 0 1 0 3 0 4 103 01:00 PM 0 2 0 0 0 2 0 10 0 4 0 14 0 1 0 2 0 3 0 0 0 4 0 4 23 01:15 PM 0 2 0 1 0 3 0 8 0 4 0 12 0 0 0 4 0 4 0 0 0 2 1 3 22 01:30 PM 0 3 0 0 0 3 0 18 0 4 0 22 0 0 0 4 0 4 0 0 0 1 0 1 30 01:45 PM 0 1 0 1 0 2 0 9 0 8 0 17 0 2 0 11 0 13 0 1 0 1 0 2 34 Total 0 8 0 2 0 10 0 45 0 20 0 65 0 3 0 21 0 24 0 1 0 8 1 10 109 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D62 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 3 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 4 0 2 1 7 0 16 0 3 0 19 0 2 0 8 0 10 0 1 0 0 1 2 38 02:15 PM 0 0 0 3 0 3 0 11 0 3 0 14 0 5 0 6 0 11 0 0 0 0 0 0 28 02:30 PM 0 0 0 1 2 3 0 5 0 3 0 8 1 1 0 3 0 5 0 1 0 1 0 2 18 02:45 PM 0 1 1 0 0 2 0 6 0 0 0 6 0 1 0 4 0 5 0 3 0 0 0 3 16 Total 0 5 1 6 3 15 0 38 0 9 0 47 1 9 0 21 0 31 0 5 0 1 1 7 100 03:00 PM 0 1 0 1 0 2 0 9 0 1 0 10 0 0 0 6 0 6 0 1 0 0 0 1 19 03:15 PM 0 2 0 0 2 4 0 7 0 5 0 12 0 2 0 10 0 12 0 1 0 0 0 1 29 03:30 PM 0 3 0 2 0 5 0 10 0 4 0 14 0 0 0 2 0 2 0 0 0 1 2 3 24 03:45 PM 0 6 0 0 0 6 0 11 0 4 0 15 0 0 0 5 0 5 0 0 0 0 0 0 26 Total 0 12 0 3 2 17 0 37 0 14 0 51 0 2 0 23 0 25 0 2 0 1 2 5 98 04:00 PM 0 0 0 1 0 1 0 13 0 1 0 14 0 7 1 7 0 15 0 0 0 2 0 2 32 04:15 PM 0 0 0 1 0 1 0 8 0 2 0 10 0 4 0 10 0 14 0 1 0 2 0 3 28 04:30 PM 0 2 0 2 1 5 0 9 0 2 0 11 0 7 0 7 0 14 0 0 0 0 0 0 30 04:45 PM 0 3 0 0 0 3 0 8 0 2 0 10 0 7 0 7 2 16 0 0 0 0 1 1 30 Total 0 5 0 4 1 10 0 38 0 7 0 45 0 25 1 31 2 59 0 1 0 4 1 6 120 05:00 PM 0 2 0 0 0 2 0 13 0 2 0 15 0 5 0 8 0 13 0 0 0 1 0 1 31 05:15 PM 0 2 0 1 0 3 0 10 0 2 0 12 0 3 0 2 0 5 0 4 0 0 0 4 24 05:30 PM 0 5 1 2 0 8 0 5 0 2 0 7 0 6 0 7 0 13 0 2 0 0 0 2 30 05:45 PM 0 0 0 2 0 2 0 6 0 1 0 7 0 4 0 1 0 5 0 0 0 1 0 1 15 Total 0 9 1 5 0 15 0 34 0 7 0 41 0 18 0 18 0 36 0 6 0 2 0 8 100 06:00 PM 0 2 0 2 0 4 0 5 0 2 0 7 0 2 0 5 1 8 0 1 0 0 1 2 21 06:15 PM 0 2 0 0 0 2 0 10 0 0 0 10 0 1 0 7 0 8 0 1 0 1 0 2 22 06:30 PM 0 2 0 1 0 3 0 12 0 4 0 16 0 4 0 4 0 8 0 1 0 0 0 1 28 06:45 PM 0 4 0 3 0 7 0 7 0 1 0 8 0 3 0 6 0 9 0 1 0 1 1 3 27 Total 0 10 0 6 0 16 0 34 0 7 0 41 0 10 0 22 1 33 0 4 0 2 2 8 98 07:00 PM 0 0 1 2 0 3 0 8 0 3 0 11 0 3 0 8 0 11 0 0 0 1 0 1 26 07:15 PM 0 3 0 0 2 5 0 6 0 0 0 6 0 3 0 11 0 14 0 1 0 0 2 3 28 07:30 PM 0 1 0 0 0 1 0 13 0 2 0 15 0 0 0 3 0 3 0 2 0 0 0 2 21 07:45 PM 0 3 0 1 0 4 0 5 0 0 0 5 0 3 0 1 0 4 0 0 0 1 0 1 14 Total 0 7 1 3 2 13 0 32 0 5 0 37 0 9 0 23 0 32 0 3 0 2 2 7 89 08:00 PM 0 1 0 1 0 2 0 11 0 3 0 14 0 1 0 4 0 5 0 1 0 1 0 2 23 08:15 PM 0 2 0 0 0 2 0 10 0 1 0 11 0 1 0 4 0 5 0 0 0 0 0 0 18 08:30 PM 0 2 0 0 0 2 0 13 0 1 0 14 0 1 0 1 0 2 0 0 0 1 0 1 19 08:45 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 1 0 2 0 0 0 0 0 0 6 Total 0 5 0 1 0 6 0 38 0 5 0 43 0 4 0 10 0 14 0 1 0 2 0 3 66 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D63 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 4 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parking Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 2 0 2 0 0 0 0 1 1 10 09:15 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 3 0 3 0 0 0 0 0 0 8 09:30 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 3 2 5 0 0 0 0 0 0 12 09:45 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 6 Total 0 0 0 0 0 0 0 24 0 0 0 24 0 0 0 8 2 10 0 0 0 1 1 2 36 10:00 PM 0 0 0 0 1 1 0 5 0 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 6 10:15 PM 0 0 0 0 1 1 0 13 0 0 0 13 0 0 0 0 0 0 0 0 0 0 0 0 14 10:30 PM 0 0 0 0 0 0 0 4 0 0 1 5 0 0 0 2 0 2 0 0 0 0 0 0 7 10:45 PM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 1 0 1 0 0 0 0 0 0 3 Total 0 0 0 0 2 2 0 24 0 0 1 25 0 0 0 3 0 3 0 0 0 0 0 0 30 11:00 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 11:15 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 2 0 2 0 0 0 0 0 0 5 11:30 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 11:45 PM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 1 0 1 0 0 0 0 0 0 4 Total 0 0 0 0 0 0 0 16 0 0 0 16 0 0 0 3 0 3 0 0 0 0 0 0 19 Grand Total 0 82 6 42 14 144 0 724 0 100 3 827 2 130 3 358 9 502 1 32 0 39 12 84 1557 Apprch %0 56.9 4.2 29.2 9.7 0 87.5 0 12.1 0.4 0.4 25.9 0.6 71.3 1.8 1.2 38.1 0 46.4 14.3 Total %0 5.3 0.4 2.7 0.9 9.2 0 46.5 0 6.4 0.2 53.1 0.1 8.3 0.2 23 0.6 32.2 0.1 2.1 0 2.5 0.8 5.4 Cars +0 82 6 41 14 143 0 706 0 100 3 809 2 121 2 346 9 480 1 31 0 37 12 81 1513 % Cars +0 100 100 97.6 100 99.3 0 97.5 0 100 100 97.8 100 93.1 66.7 96.6 100 95.6 100 96.9 0 94.9 100 96.4 97.2 Trucks 0 0 0 1 0 1 0 18 0 0 0 18 0 9 1 12 0 22 0 1 0 2 0 3 44 % Trucks 0 0 0 2.4 0 0.7 0 2.5 0 0 0 2.2 0 6.9 33.3 3.4 0 4.4 0 3.1 0 5.1 0 3.6 2.8 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D64 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 5 79th St & Far East Access Chanhassen, MN Parking Lot 79th Street 79th Street Eastern Gas Station Access Right 41 1 42 Thru 6 0 6 Left 82 0 82 UTrn 0 0 0 Peds 14 0 14 InOut Total 133 143 276 2 1 3 135 279 144 Out0 0 0 In0 0 0 Total0 0 0 Right100 0 100 Thru0 0 0 Left706 18 724 UTrn0 0 0 Peds3 0 3 OutTotalIn428 809 1237 12 18 30 440 1267 827 Out0 0 0 In0 0 0 Total0 0 0 UTrn 2 0 2 Left 121 9 130 Thru 2 1 3 Right 346 12 358 Peds 9 0 9 Out TotalIn 749 480 1229 20 22 42 769 1271 502 Out2 0 2 In0 0 0 Total2 0 2 UTrn1 0 1 Left31 1 32 Thru0 0 0 Right37 2 39 Peds12 0 12 TotalOutIn162 81 243 10 3 13 172 256 84 Out1 0 1 In0 0 0 Total1 0 1 10/24/2017 12:00 AM 10/24/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D65 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-24-17 Site Code : 1 Start Date : 10/24/2017 Page No : 6 79th St & Far East Access Chanhassen, MN Parking Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:45 AM 07:45 AM 0 0 0 0 0 0 0 22 0 0 0 22 0 1 0 10 0 11 0 0 0 0 0 0 33 08:00 AM 0 0 0 1 0 1 0 18 0 1 0 19 0 1 0 5 0 6 0 0 0 0 0 0 26 08:15 AM 0 0 3 0 0 3 0 7 0 0 0 7 0 0 0 12 0 12 0 0 0 0 0 0 22 08:30 AM 0 1 0 0 0 1 0 11 0 3 0 14 0 1 0 6 0 7 0 0 0 0 0 0 22 Total Volume 0 1 3 1 0 5 0 58 0 4 0 62 0 3 0 33 0 36 0 0 0 0 0 0 103 % App. Total 0 20 60 20 0 0 93.5 0 6.5 0 0 8.3 0 91.7 0 0 0 0 0 0 PHF .000 .250 .250 .250 .000 .417 .000 .659 .000 .333 .000 .705 .000 .750 .000 .688 .000 .750 .000 .000 .000 .000 .000 .000 .780 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 01:00 PM 01:00 PM 0 2 0 0 0 2 0 10 0 4 0 14 0 1 0 2 0 3 0 0 0 4 0 4 23 01:15 PM 0 2 0 1 0 3 0 8 0 4 0 12 0 0 0 4 0 4 0 0 0 2 1 3 22 01:30 PM 0 3 0 0 0 3 0 18 0 4 0 22 0 0 0 4 0 4 0 0 0 1 0 1 30 01:45 PM 0 1 0 1 0 2 0 9 0 8 0 17 0 2 0 11 0 13 0 1 0 1 0 2 34 Total Volume 0 8 0 2 0 10 0 45 0 20 0 65 0 3 0 21 0 24 0 1 0 8 1 10 109 % App. Total 0 80 0 20 0 0 69.2 0 30.8 0 0 12.5 0 87.5 0 0 10 0 80 10 PHF .000 .667 .000 .500 .000 .833 .000 .625 .000 .625 .000 .739 .000 .375 .000 .477 .000 .462 .000 .250 .000 .500 .250 .625 .801 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 0 0 1 0 1 0 13 0 1 0 14 0 7 1 7 0 15 0 0 0 2 0 2 32 04:15 PM 0 0 0 1 0 1 0 8 0 2 0 10 0 4 0 10 0 14 0 1 0 2 0 3 28 04:30 PM 0 2 0 2 1 5 0 9 0 2 0 11 0 7 0 7 0 14 0 0 0 0 0 0 30 04:45 PM 0 3 0 0 0 3 0 8 0 2 0 10 0 7 0 7 2 16 0 0 0 0 1 1 30 Total Volume 0 5 0 4 1 10 0 38 0 7 0 45 0 25 1 31 2 59 0 1 0 4 1 6 120 % App. Total 0 50 0 40 10 0 84.4 0 15.6 0 0 42.4 1.7 52.5 3.4 0 16.7 0 66.7 16.7 PHF .000 .417 .000 .500 .250 .500 .000 .731 .000 .875 .000 .804 .000 .893 .250 .775 .250 .922 .000 .250 .000 .500 .250 .500 .938 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D66 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 1 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parkng Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 12:15 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 2 0 2 0 0 0 0 0 0 5 12:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 12:45 AM 0 0 0 0 0 0 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 Total 0 0 0 0 0 0 0 12 0 0 0 12 0 0 0 2 0 2 0 0 0 0 0 0 14 01:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 2 0 2 0 0 0 0 0 0 6 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 0 0 0 0 0 0 1 0 1 5 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 2 0 2 0 0 0 1 0 1 11 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:30 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 02:45 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 5 0 1 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 03:00 AM 0 0 0 0 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:15 AM 0 0 0 0 0 0 0 6 0 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 03:30 AM 0 0 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 03:45 AM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 2 Total 0 0 0 0 0 0 0 10 0 1 0 11 0 1 0 0 0 1 0 0 0 0 0 0 12 04:00 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 0 0 2 0 2 0 0 0 0 0 0 6 04:15 AM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 0 1 0 1 7 04:30 AM 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 1 0 2 0 0 0 0 0 0 6 04:45 AM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 0 1 0 0 0 0 0 0 6 Total 0 0 0 0 0 0 0 18 0 0 0 18 0 1 0 5 0 6 0 0 0 1 0 1 25 05:00 AM 0 0 0 0 0 0 0 9 0 0 0 9 0 0 0 1 0 1 0 0 0 0 0 0 10 05:15 AM 0 1 0 0 0 1 0 10 0 0 0 10 0 0 0 1 0 1 0 0 0 0 0 0 12 05:30 AM 0 0 0 0 0 0 0 10 0 0 0 10 0 1 0 2 0 3 0 0 0 0 0 0 13 05:45 AM 0 1 0 0 0 1 0 17 0 0 0 17 0 1 0 2 0 3 0 0 0 0 0 0 21 Total 0 2 0 0 0 2 0 46 0 0 0 46 0 2 0 6 0 8 0 0 0 0 0 0 56 06:00 AM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 0 0 0 0 0 0 1 0 1 6 06:15 AM 0 0 0 0 0 0 0 10 0 0 0 10 0 0 0 1 0 1 0 0 0 0 0 0 11 06:30 AM 0 0 0 0 0 0 0 11 0 0 0 11 0 0 0 4 0 4 0 0 0 0 0 0 15 06:45 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 0 0 2 0 2 0 0 0 2 0 2 12 Total 0 0 0 0 0 0 0 34 0 0 0 34 0 0 0 7 0 7 0 0 0 3 0 3 44 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D67 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 2 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parkng Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 07:00 AM 0 0 0 0 0 0 0 8 0 0 0 8 0 1 0 7 0 8 0 0 0 1 0 1 17 07:15 AM 0 0 0 0 1 1 0 9 0 0 0 9 0 2 0 6 0 8 0 0 0 0 2 2 20 07:30 AM 0 0 0 0 0 0 0 11 0 0 0 11 0 2 0 7 0 9 0 0 0 0 0 0 20 07:45 AM 0 0 0 0 0 0 0 10 0 0 1 11 0 2 0 5 0 7 0 0 0 0 1 1 19 Total 0 0 0 0 1 1 0 38 0 0 1 39 0 7 0 25 0 32 0 0 0 1 3 4 76 08:00 AM 0 0 0 1 0 1 0 8 0 0 0 8 0 2 0 7 0 9 0 0 0 0 1 1 19 08:15 AM 0 1 0 0 0 1 0 8 0 1 0 9 0 1 0 7 0 8 0 0 0 1 0 1 19 08:30 AM 0 1 0 1 0 2 0 8 0 2 0 10 0 3 0 3 0 6 0 1 0 0 0 1 19 08:45 AM 0 0 0 1 0 1 0 6 0 3 0 9 0 5 0 8 0 13 0 0 0 0 0 0 23 Total 0 2 0 3 0 5 0 30 0 6 0 36 0 11 0 25 0 36 0 1 0 1 1 3 80 09:00 AM 0 2 0 0 0 2 0 10 0 0 0 10 0 1 0 5 0 6 0 0 0 1 0 1 19 09:15 AM 0 0 0 0 0 0 0 5 0 1 0 6 0 1 0 7 0 8 0 0 0 1 0 1 15 09:30 AM 0 3 0 0 0 3 0 6 0 2 0 8 0 0 0 3 1 4 0 0 0 2 0 2 17 09:45 AM 0 2 0 0 1 3 0 19 0 3 1 23 0 3 0 7 0 10 0 0 0 2 0 2 38 Total 0 7 0 0 1 8 0 40 0 6 1 47 0 5 0 22 1 28 0 0 0 6 0 6 89 10:00 AM 0 2 0 0 0 2 0 5 0 5 0 10 0 1 0 6 0 7 0 0 0 1 1 2 21 10:15 AM 0 3 0 0 0 3 0 6 0 5 0 11 0 3 0 1 0 4 0 0 0 2 0 2 20 10:30 AM 0 2 0 2 0 4 0 6 0 0 0 6 0 3 0 7 0 10 0 0 0 1 0 1 21 10:45 AM 0 0 0 1 3 4 0 7 0 2 0 9 0 2 0 5 1 8 0 0 0 0 0 0 21 Total 0 7 0 3 3 13 0 24 0 12 0 36 0 9 0 19 1 29 0 0 0 4 1 5 83 11:00 AM 0 1 0 2 0 3 0 10 0 2 0 12 0 1 0 4 0 5 0 1 0 0 0 1 21 11:15 AM 0 2 0 0 0 2 0 7 0 4 1 12 0 4 1 2 0 7 0 0 0 2 1 3 24 11:30 AM 0 5 0 2 0 7 0 10 0 4 2 16 0 1 0 7 0 8 0 0 0 1 1 2 33 11:45 AM 0 1 0 0 2 3 0 8 0 0 0 8 0 6 0 13 1 20 0 0 0 1 2 3 34 Total 0 9 0 4 2 15 0 35 0 10 3 48 0 12 1 26 1 40 0 1 0 4 4 9 112 12:00 PM 0 1 0 2 2 5 0 9 0 2 1 12 0 0 0 4 5 9 0 0 0 1 0 1 27 12:15 PM 0 2 0 1 1 4 0 10 0 1 0 11 0 6 0 4 1 11 0 0 0 0 0 0 26 12:30 PM 0 1 0 0 0 1 0 9 0 5 0 14 0 4 0 12 0 16 0 0 0 0 0 0 31 12:45 PM 0 3 0 2 0 5 0 7 0 2 1 10 0 2 0 8 1 11 0 0 0 1 1 2 28 Total 0 7 0 5 3 15 0 35 0 10 2 47 0 12 0 28 7 47 0 0 0 2 1 3 112 01:00 PM 0 0 0 1 0 1 0 7 0 2 0 9 0 5 0 6 1 12 0 0 0 2 0 2 24 01:15 PM 0 2 0 1 0 3 0 3 0 2 0 5 0 1 0 4 0 5 0 0 0 1 0 1 14 01:30 PM 0 2 1 2 3 8 0 7 0 5 0 12 0 3 0 5 1 9 0 2 0 0 0 2 31 01:45 PM 0 2 0 1 0 3 0 6 0 1 0 7 0 3 0 2 0 5 0 0 0 0 0 0 15 Total 0 6 1 5 3 15 0 23 0 10 0 33 0 12 0 17 2 31 0 2 0 3 0 5 84 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D68 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 3 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parkng Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 9 0 1 0 10 0 0 0 3 0 3 0 0 0 1 0 1 14 02:15 PM 0 1 0 0 0 1 0 4 0 6 0 10 0 3 1 6 0 10 0 0 0 3 0 3 24 02:30 PM 0 4 0 3 1 8 0 9 0 0 0 9 0 1 0 9 3 13 0 1 0 1 0 2 32 02:45 PM 0 2 0 1 0 3 0 4 0 4 0 8 0 3 0 10 0 13 0 0 0 0 0 0 24 Total 0 7 0 4 1 12 0 26 0 11 0 37 0 7 1 28 3 39 0 1 0 5 0 6 94 03:00 PM 0 5 1 1 0 7 0 7 0 2 0 9 0 1 0 6 0 7 0 0 0 0 0 0 23 03:15 PM 0 1 0 1 0 2 0 8 0 2 1 11 0 7 0 3 2 12 0 0 0 0 1 1 26 03:30 PM 0 1 0 3 0 4 0 6 0 3 1 10 0 3 0 8 0 11 0 1 0 2 1 4 29 03:45 PM 0 0 0 1 0 1 0 7 0 1 0 8 0 5 0 6 2 13 0 0 0 0 0 0 22 Total 0 7 1 6 0 14 0 28 0 8 2 38 0 16 0 23 4 43 0 1 0 2 2 5 100 04:00 PM 0 2 0 2 0 4 0 9 0 4 2 15 0 2 0 11 0 13 0 2 0 0 0 2 34 04:15 PM 0 0 0 2 0 2 0 11 0 0 0 11 0 2 0 6 0 8 0 0 0 0 0 0 21 04:30 PM 0 1 0 2 1 4 0 10 0 5 0 15 0 5 0 7 0 12 0 0 0 1 0 1 32 04:45 PM 0 4 0 3 2 9 0 8 0 2 0 10 0 3 0 7 1 11 0 1 0 1 0 2 32 Total 0 7 0 9 3 19 0 38 0 11 2 51 0 12 0 31 1 44 0 3 0 2 0 5 119 05:00 PM 0 0 0 3 0 3 0 9 0 3 0 12 0 5 0 12 0 17 0 0 0 0 0 0 32 05:15 PM 0 0 0 1 1 2 0 9 0 1 0 10 0 7 0 6 0 13 0 0 0 1 2 3 28 05:30 PM 0 3 0 0 3 6 0 12 0 3 0 15 0 3 0 9 1 13 0 0 0 1 1 2 36 05:45 PM 0 2 0 2 0 4 0 11 0 3 0 14 0 2 0 5 0 7 0 0 0 0 0 0 25 Total 0 5 0 6 4 15 0 41 0 10 0 51 0 17 0 32 1 50 0 0 0 2 3 5 121 06:00 PM 0 4 0 2 0 6 0 10 0 4 0 14 0 3 0 8 0 11 0 0 0 0 0 0 31 06:15 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 4 0 10 0 14 0 0 0 1 0 1 19 06:30 PM 0 3 0 3 0 6 0 9 0 2 0 11 0 1 1 10 0 12 0 0 0 0 0 0 29 06:45 PM 0 3 0 1 0 4 0 12 0 4 0 16 0 4 0 7 0 11 0 0 0 0 0 0 31 Total 0 10 0 6 0 16 0 35 0 10 0 45 0 12 1 35 0 48 0 0 0 1 0 1 110 07:00 PM 0 4 1 0 0 5 0 6 0 6 0 12 0 6 0 12 0 18 0 0 0 1 0 1 36 07:15 PM 0 5 0 3 0 8 0 10 0 3 0 13 0 4 1 7 0 12 0 0 0 1 0 1 34 07:30 PM 0 2 0 1 0 3 0 13 0 0 0 13 0 3 0 6 0 9 0 0 0 1 0 1 26 07:45 PM 0 0 0 0 0 0 0 9 0 1 0 10 0 2 0 5 0 7 0 0 0 0 0 0 17 Total 0 11 1 4 0 16 0 38 0 10 0 48 0 15 1 30 0 46 0 0 0 3 0 3 113 08:00 PM 0 1 0 0 0 1 0 4 0 1 0 5 0 3 0 6 0 9 0 0 0 0 0 0 15 08:15 PM 0 1 1 0 0 2 0 8 0 1 0 9 0 2 0 2 0 4 0 0 0 0 0 0 15 08:30 PM 0 3 0 0 1 4 0 7 0 0 0 7 0 0 0 4 0 4 0 2 0 1 0 3 18 08:45 PM 0 0 0 0 2 2 0 8 0 0 0 8 0 2 0 3 1 6 0 0 0 1 0 1 17 Total 0 5 1 0 3 9 0 27 0 2 0 29 0 7 0 15 1 23 0 2 0 2 0 4 65 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D69 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 4 79th St & Far East Access Chanhassen, MN Groups Printed- Cars + - Trucks Parkng Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total 09:00 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 2 0 3 0 0 0 0 0 0 7 09:15 PM 0 0 0 0 0 0 0 7 0 0 0 7 0 1 0 2 0 3 0 0 0 0 0 0 10 09:30 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 1 1 2 0 0 0 1 0 1 8 09:45 PM 0 0 0 0 0 0 0 6 0 0 0 6 0 1 0 1 0 2 0 0 0 0 0 0 8 Total 0 0 0 0 0 0 0 22 0 0 0 22 0 3 0 6 1 10 0 0 0 1 0 1 33 10:00 PM 0 0 0 0 0 0 0 2 0 0 1 3 0 0 0 1 1 2 0 0 0 0 1 1 6 10:15 PM 0 0 0 0 0 0 0 10 0 0 0 10 0 0 0 2 0 2 0 0 0 0 0 0 12 10:30 PM 0 0 0 0 0 0 0 5 0 0 0 5 0 0 0 2 0 2 0 0 0 0 0 0 7 10:45 PM 0 0 0 0 0 0 0 4 0 0 1 5 0 0 0 1 0 1 0 0 0 0 0 0 6 Total 0 0 0 0 0 0 0 21 0 0 2 23 0 0 0 6 1 7 0 0 0 0 1 1 31 11:00 PM 0 0 0 0 0 0 0 4 0 0 0 4 0 1 0 1 0 2 0 0 0 0 0 0 6 11:15 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 1 0 2 0 0 0 0 0 0 3 11:30 PM 0 0 0 0 1 1 0 3 0 0 0 3 0 0 0 0 0 0 0 0 0 0 1 1 5 11:45 PM 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 1 1 0 9 0 0 0 9 0 2 0 2 0 4 0 0 0 0 1 1 15 Grand Total 0 92 4 55 25 176 0 643 0 118 13 774 0 163 4 392 24 583 0 11 0 44 17 72 1605 Apprch %0 52.3 2.3 31.2 14.2 0 83.1 0 15.2 1.7 0 28 0.7 67.2 4.1 0 15.3 0 61.1 23.6 Total %0 5.7 0.2 3.4 1.6 11 0 40.1 0 7.4 0.8 48.2 0 10.2 0.2 24.4 1.5 36.3 0 0.7 0 2.7 1.1 4.5 Cars +0 92 4 54 22 172 0 625 0 117 13 755 0 157 4 372 22 555 0 11 0 39 17 67 1549 % Cars +0 100 100 98.2 88 97.7 0 97.2 0 99.2 100 97.5 0 96.3 100 94.9 91.7 95.2 0 100 0 88.6 100 93.1 96.5 Trucks 0 0 0 1 3 4 0 18 0 1 0 19 0 6 0 20 2 28 0 0 0 5 0 5 56 % Trucks 0 0 0 1.8 12 2.3 0 2.8 0 0.8 0 2.5 0 3.7 0 5.1 8.3 4.8 0 0 0 11.4 0 6.9 3.5 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D70 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 5 79th St & Far East Access Chanhassen, MN Parkng Lot 79th Street 79th Street Eastern Gas Station Access Right 54 1 55 Thru 4 0 4 Left 92 0 92 UTrn 0 0 0 Peds 22 3 25 InOut Total 132 172 304 1 4 5 133 309 176 Out0 0 0 In0 0 0 Total0 0 0 Right117 1 118 Thru0 0 0 Left625 18 643 UTrn0 0 0 Peds13 0 13 OutTotalIn464 755 1219 20 19 39 484 1258 774 Out0 0 0 In0 0 0 Total0 0 0 UTrn 0 0 0 Left 157 6 163 Thru 4 0 4 Right 372 20 392 Peds 22 2 24 Out TotalIn 668 555 1223 23 28 51 691 1274 583 Out0 0 0 In0 0 0 Total0 0 0 UTrn0 0 0 Left11 0 11 Thru0 0 0 Right39 5 44 Peds17 0 17 TotalOutIn211 67 278 7 5 12 218 290 72 Out0 0 0 In0 0 0 Total0 0 0 10/25/2017 12:00 AM 10/25/2017 11:45 PM Cars + Trucks North Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D71 Spack Consulting File Name : Count Sheet - 6 - 79th St & Far East Access, 10-25-17 Site Code : 1 Start Date : 10/25/2017 Page No : 6 79th St & Far East Access Chanhassen, MN Parkng Lot Southbound 79th Street Westbound Eastern Gas Station Access Northbound 79th Street Eastbound Start Time UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total UTrn Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 09:00 AM 09:00 AM 0 2 0 0 0 2 0 10 0 0 0 10 0 1 0 5 0 6 0 0 0 1 0 1 19 09:15 AM 0 0 0 0 0 0 0 5 0 1 0 6 0 1 0 7 0 8 0 0 0 1 0 1 15 09:30 AM 0 3 0 0 0 3 0 6 0 2 0 8 0 0 0 3 1 4 0 0 0 2 0 2 17 09:45 AM 0 2 0 0 1 3 0 19 0 3 1 23 0 3 0 7 0 10 0 0 0 2 0 2 38 Total Volume 0 7 0 0 1 8 0 40 0 6 1 47 0 5 0 22 1 28 0 0 0 6 0 6 89 % App. Total 0 87.5 0 0 12.5 0 85.1 0 12.8 2.1 0 17.9 0 78.6 3.6 0 0 0 100 0 PHF .000 .583 .000 .000 .250 .667 .000 .526 .000 .500 .250 .511 .000 .417 .000 .786 .250 .700 .000 .000 .000 .750 .000 .750 .586 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:30 AM 11:30 AM 0 5 0 2 0 7 0 10 0 4 2 16 0 1 0 7 0 8 0 0 0 1 1 2 33 11:45 AM 0 1 0 0 2 3 0 8 0 0 0 8 0 6 0 13 1 20 0 0 0 1 2 3 34 12:00 PM 0 1 0 2 2 5 0 9 0 2 1 12 0 0 0 4 5 9 0 0 0 1 0 1 27 12:15 PM 0 2 0 1 1 4 0 10 0 1 0 11 0 6 0 4 1 11 0 0 0 0 0 0 26 Total Volume 0 9 0 5 5 19 0 37 0 7 3 47 0 13 0 28 7 48 0 0 0 3 3 6 120 % App. Total 0 47.4 0 26.3 26.3 0 78.7 0 14.9 6.4 0 27.1 0 58.3 14.6 0 0 0 50 50 PHF .000 .450 .000 .625 .625 .679 .000 .925 .000 .438 .375 .734 .000 .542 .000 .538 .350 .600 .000 .000 .000 .750 .375 .500 .882 Peak Hour Analysis From 02:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 06:30 PM 06:30 PM 0 3 0 3 0 6 0 9 0 2 0 11 0 1 1 10 0 12 0 0 0 0 0 0 29 06:45 PM 0 3 0 1 0 4 0 12 0 4 0 16 0 4 0 7 0 11 0 0 0 0 0 0 31 07:00 PM 0 4 1 0 0 5 0 6 0 6 0 12 0 6 0 12 0 18 0 0 0 1 0 1 36 07:15 PM 0 5 0 3 0 8 0 10 0 3 0 13 0 4 1 7 0 12 0 0 0 1 0 1 34 Total Volume 0 15 1 7 0 23 0 37 0 15 0 52 0 15 2 36 0 53 0 0 0 2 0 2 130 % App. Total 0 65.2 4.3 30.4 0 0 71.2 0 28.8 0 0 28.3 3.8 67.9 0 0 0 0 100 0 PHF .000 .750 .250 .583 .000 .719 .000 .771 .000 .625 .000 .813 .000 .625 .500 .750 .000 .736 .000 .000 .000 .500 .000 .500 .903 Traffic Data Inc PO Box 16269 St. Louis Park, MN 55416 Appendix D: Traffic Counts Traffic Impact Study Chanhassen Panera Development Site D72 Spack Consulting Weekday Daily Volumes DAILY ENTER EXIT PASSBY PASSBY RATE PERCENT PERCENT PERCENT TRIPS ENTER EXIT Fast-Food Restaurant with Drive-Through Window 934 KSF 4.5 470.95 50%50%49%1,027 534 534 1,027 534 534 AM Peak Volumes PEAK ENTER EXIT PASSBY PASSBY RATE PERCENT PERCENT PERCENT TRIPS ENTER EXIT Fast-Food Restaurant with Drive-Through Window 934 KSF 4.5 40.19 51%49%49%88 47 45 88 47 45 PM Peak Volumes PEAK ENTER EXIT PASSBY PASSBY RATE PERCENT PERCENT PERCENT TRIPS ENTER EXIT Fast-Food Restaurant with Drive-Through Window 934 KSF 4.5 32.67 50%50%49%71 37 37 71 37 37 NOTES: 1. All trip generation rates based on "Trip Generation", Institute of Transportation Engineers, 10th Edition unless otherwise noted. 2. A.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 7 and 9 a.m.). 3. P.M. Trip Generation is for the peak hour of adjacent street traffic (one hour between 4 and 6 p.m.). NEW TRIPS Total LAND USE ITE CODE # DEVELOPMENT UNITS QUANTITY LAND USE ITE CODE # DEVELOPMENT UNITS QUANTITY NEW TRIPS Total QUANTITY NEW TRIPS Total LAND USE ITE CODE # DEVELOPMENT UNITS Table E1 Trip Generation Table Appendix E: Trip Generation Table Traffic Impact Study Chanhassen Panera Development Site E1 Spack Consulting Figure F1 Existing Peak Hour Volumes 2354 1 1 2 3 4 65 AM Peak Hour PM Peak Hour 6 1 2 3 4 65 Appendix F: Peak Hour Volumes Traffic Impact Study Chanhassen Panera Development Site F1 Spack Consulting Figure F2 No-Build Peak Hour Volumes 2354 1 1 2 3 4 65 AM Peak Hour PM Peak Hour 6 1 2 3 4 65 Appendix F: Peak Hour Volumes Traffic Impact Study Chanhassen Panera Development Site F2 Spack Consulting Figure F3 Build Peak Hour Volumes 2354 1 1 2 3 4 65 AM Peak Hour PM Peak Hour 6 1 2 3 4 65 Appendix F: Peak Hour Volumes Traffic Impact Study Chanhassen Panera Development Site F3 Spack Consulting Research Brief — Volume No. 3 Level of Service (LOS) Level of Service (LOS) is a qualitative description, similar to typical school grades, that traffic engineers use to communi-cate how good or bad traffic operations are on a corridor, intersection, or interchange. Common Factors Traffic can be a hard thing to quantify as everyone has a different tolerance for congestion. What seems excessively long to one person may seem good enough for another. These differences are readily apparent when comparing small towns or rural areas, where five cars an hour can be the norm, to big cities or downtowns, where less than hundred cars an hour, even in the middle of night, is rare. To combat this issue and provide a consistent measuring tool for traffic studies, a “Level of Service” rating was developed. Level of Service ratings are based on the roadway or intersection characteristics and the amount of traffic. Just like grade school, LOS A represents the best traffic operations, where traffic flows freely. LOS F, on the other hand, represents failing operations, where the road or intersection is congested and running beyond maximum capacity. LOS E is typically considered “at capacity” which means the amount of traffic is right at the level the roadway or intersection can adequately accommodate. Using Level of Service letter grades provides an easy way to convey road operations to the general public and has been adopted across the United States. Level of Service criteria have been developed for multiple types of traffic operations including: • Intersections • Urban Corridors • Freeways • Transit Service • Bicycle Operations • Pedestrian Operations The most common LOS criteria used is for car operations at intersections; both signalized and unsignalized. For an intersection Level of Service analysis, average delay for cars travelling through the intersection is used to determine the appropriate grade. A high delay results in a poor LOS rating and equates to poor operations. Similarly, low delay results in a good LOS rating and equates to good or great operations. LOS can be determined for the intersection as a whole, or for individual movements. It is common during peak periods in major population areas for an intersection to have an acceptable overall LOS rating, but fail to achieve a good grade for individual movements.Common Factors Impacting Level of Service • Number of Lanes. • Traffic Volumes. • Intersection Control (stop sign, signal, roundabout, interchange.) • Amount of access on a corridor. • Percentage of turning traffic. • Traffic signal cycle length (green time devoted to each approach) and phasing (one green for all approach movements or separate green arrows.) • Percentage of heavy trucks. • Roadway Grades. • Distribution of traffic within a peak hour as well as over the course of a day. • Pedestrian activity. • Bicycle activity. Appendix F: Level of Service (LOS) Traffic Impact Study Chanhassen Panera Development Site G1 Spack Consulting Resources • Highway Capacity Manual, fifth edition • Nation Cooperative Highway Research Program Report 616; Multimodal Level of Service Analysis for Urban Streets • http://onlinepubs.trb.org/onlinepubs/nchrp/nchrp_rpt_616. pdf • Florida Department of Transportation Quality/Level of Service Handbook • http://www.dot.state.fl.us/planning/systems/programs/sm/ los/pdfs/2009FDOTQLOS_Handbook.pdf Although a Level of Service rating of A represents the best traffic operations, it is not always the most desirable. Providing LOS A for all corridors and all operations at all times would require a significant amount of land to be devoted to the road infrastructure, which makes it extremely costly to build and maintain. During non-peak times, like overnight, much of that infrastructure would sit unused. On the opposite side of the spectrum, a Level of Service rating of E and F represent traffic operations close to breaking down, or that already have. These ratings mean high delays, long queues, and slow speeds, not to mention driver frustration. Instead of trying to achieve one or the other, government agencies try to strike a balance between providing acceptable operations, neither falling nor flowing too freely. Because of this, LOS D is typically considered the lowest LOS acceptable by government agencies and is reflective of a balanced approach between cost and benefit. About This Brief Spack Consulting prepared this brief as part of our company’s vision to significantly improve the practice of traffic engineering and transportation planning. Transportation professionals from around the world have assisted us in developing this document. We are providing this brief under the Creative Commons Attribution License. Feel free to use-modify-share this guide, but please give us some credit in your document. To request our whole series of Design Briefs and to be included on our distribution list for new materials, please email mspack@spackconsulting.com. And please reach out if you have any comments or questions related to this Design Brief. There are many tools and guidelines used to determine a roads Level of Service rating. Simple tools like generalized roadway capacities allow for planning-level efforts. While inexpensive and quick to complete, they are not as accurate as other options. More complicated tools, such as mi- cro-simulations, provide more accurate results, but cost more and take more time. It is important to understand the trade-offs between the analysis types as well as the purpose of the study. Research Brief — Volume No. 3 Source: Florida Deptarment of Transportation LOS A LOS C LOS D = Acceptable LOS F = Unacceptable Source: City of San Jose, CA. Appendix F: Level of Service (LOS) Traffic Impact Study Chanhassen Panera Development Site G2 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\...\AM Existing.pdf Scenario 1 Existing AMVistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B10.30.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 B10.60.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 B11.60.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 B12.30.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 C19.10.180EB LeftHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 D37.30.784SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H1 Spack Consulting Version 5.00-00 Generated with 0.784Volume to Capacity (v/c): DLevel Of Service: 37.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 107896544619891013726155426741Total Analysis Volume [veh/h] 272241411497259739111710Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor 9982650421834933424143396238Total Hourly Volume [veh/h] 4300190023002500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14282650611834935724143646238Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H2 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0110150120250192601926Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 0115250120200202002020Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H3 Spack Consulting Version 5.00-00 Generated with 77.74352.02126.0728.451151.89218.7271.6649.61279.3791.69150.6635.5195th-Percentile Queue Length [ft] 3.1114.085.041.1446.088.752.871.9811.173.676.031.4295th-Percentile Queue Length [veh] 43.19228.1670.0415.81905.18126.4939.8127.56171.8750.9483.7019.7350th-Percentile Queue Length [ft] 1.739.132.800.6336.215.061.591.106.872.043.350.7950th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group BBFBDFEEEFFELane Group LOS 13.4517.64103.9310.6236.1197.5172.2771.1770.9288.1093.3760.32d, Delay for Lane Group [s/veh] 0.120.440.790.050.940.850.220.130.540.530.710.08X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.270.7018.410.109.2515.070.620.284.965.319.670.06d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.110.110.110.340.110.110.11k, delay calibration 13.1916.9485.5210.5226.8582.4371.6470.8965.9682.7983.6960.26d1, Uniform Delay [s] 90420256895021271191722022868094534c, Capacity [veh/h] 143132041603143132041603143116831460143116832629s, saturation flow rate [veh/h] 0.070.280.030.030.620.060.030.020.110.030.040.02(v / s)_i Volume / Saturation Flow Rate 0.630.630.040.660.660.070.120.120.190.060.060.19g / C, Green / Cycle 114114812012013222234101034g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.000.004.004.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H4 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 36.11 10.6297.51 103.93 13.4517.6472.2760.32 93.37d_M, Delay for Movement [s/veh]71.1788.10 70.92 D BF BFBEEFMovement LOS EFE 38.46 21.63d_A, Approach Delay [s/veh]71.1882.86 D CEApproach LOS F 37.34d_I, Intersection Delay [s/veh] DIntersection LOS 0.784Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.460 3.549I_p,int, Pedestrian LOS Score for Intersection 2.3342.431 C DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 1254 1143144c_b, Capacity of the bicycle lane [bicycles/h]144 12.51 16.51d_b, Bicycle Delay [s]77.47 77.47 3.337 2.467I_b,int, Bicycle LOS Score for Intersection 1.848 1.957 C BABicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H5 Spack Consulting Version 5.00-00 Generated with 0.180Volume to Capacity (v/c): CLevel Of Service: 19.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 42214625669175213198148Total Analysis Volume [veh/h] 111361141744135037Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.8364Peak Hour Factor 32212224758146211166124Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 32212224758146211166124Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H6 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 4.81d_I, Intersection Delay [s/veh] BBAAApproach LOS 13.6912.790.063.33d_A, Approach Delay [s/veh] 1.451.451.4516.5716.5716.100.003.727.450.000.009.4395th-Percentile Queue Length [ft] 0.060.060.060.660.660.640.000.150.300.000.000.3895th-Percentile Queue Length [veh] ACCBCCAAAAAAMovement LOS 9.4316.9818.9210.3217.4719.060.000.007.650.000.008.07d_M, Delay for Movement [s/veh] 0.000.010.010.180.010.180.000.000.000.000.000.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H7 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 12.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 515252114912223207Total Analysis Volume [veh/h] 138130370111802Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 413446113112222806Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 413446113112222806Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H8 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 2.10d_I, Intersection Delay [s/veh] AABAApproach LOS 1.890.0511.099.74d_A, Approach Delay [s/veh] 12.7812.7812.788.888.888.880.760.760.763.853.853.8595th-Percentile Queue Length [ft] 0.510.510.510.360.360.360.030.030.030.150.150.1595th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.610.000.007.539.1012.1312.049.2412.3212.02d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.000.040.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H9 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 11.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 888582979010556124Total Analysis Volume [veh/h] 2221572000011406Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 883552775010553123Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 883552775010553123Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H10 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 3.72d_I, Intersection Delay [s/veh] AABAApproach LOS 2.830.0010.969.83d_A, Approach Delay [s/veh] 8.688.688.680.000.000.000.750.750.758.128.128.1295th-Percentile Queue Length [ft] 0.350.350.350.000.000.000.030.030.030.320.320.3295th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.530.000.007.408.7911.3211.409.2111.6511.19d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.010.060.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H11 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 5892147776052606Total Analysis Volume [veh/h] 12251192201602Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.9344Peak Hour Factor 5832047276052406Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5832047276052406Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H12 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 2.45d_I, Intersection Delay [s/veh] AAAAApproach LOS 1.350.599.489.07d_A, Approach Delay [s/veh] 6.156.156.154.674.674.671.031.031.032.712.712.7195th-Percentile Queue Length [ft] 0.250.250.250.190.190.190.040.040.040.110.110.1195th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.410.000.007.418.7910.5310.318.8110.6210.21d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.000.010.030.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H13 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1091865512662516022Total Analysis Volume [veh/h] 00251613176405Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.9198Peak Hour Factor 1081760511612315020Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1081760511612315020Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H14 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 5.98d_I, Intersection Delay [s/veh] AAAAApproach LOS 6.650.009.759.45d_A, Approach Delay [s/veh] 0.500.500.500.000.000.0010.1610.1610.163.523.523.5295th-Percentile Queue Length [ft] 0.020.020.020.000.000.000.410.410.410.140.140.1495th-Percentile Queue Length [veh] AAAAAAAAAABAMovement LOS 0.007.407.380.000.000.009.099.919.668.9210.349.84d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.080.030.020.000.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H15 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H16 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 1: 1 Existing AM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H17 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\...\PM Existing.pdf Scenario 2 Existing PMVistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B13.00.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 C15.30.019SB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 B14.80.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 B14.80.034SB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 F53.40.508EB LeftHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 E56.30.838SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H18 Spack Consulting Version 5.00-00 Generated with 0.838Volume to Capacity (v/c): ELevel Of Service: 56.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 286202015155122973721001736891101Total Analysis Volume [veh/h] 71505381430718182543172325Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.9766Peak Hour Factor 2791973147541200717098169668999Total Hourly Volume [veh/h] 12000240048004500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 399197314778120071118981691118999Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H19 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoYesNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 09020090200353503535Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 08314083140292902929Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H20 Spack Consulting Version 5.00-00 Generated with 236.391444.88428.2841.76568.17168.01139.42193.88352.20152.25203.94111.7595th-Percentile Queue Length [ft] 9.4657.8017.131.6722.736.725.587.7614.096.098.164.4795th-Percentile Queue Length [veh] 139.531146.54267.3923.20403.4693.3477.45108.48228.3084.58115.7362.0850th-Percentile Queue Length [ft] 5.5845.8610.700.9316.143.733.104.349.133.384.632.4850th-Percentile Queue Length [veh] NoYesNoNoNoYesNoNoYesNoYesNoCritical Lane Group BFFBCFEEFFFFLane Group LOS 17.1658.38227.5615.1823.99101.6871.0371.83100.0092.1296.3792.26d, Delay for Lane Group [s/veh] 0.321.021.210.060.640.830.360.420.910.720.820.73X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.9624.23144.560.030.3617.461.071.1921.689.7213.407.30d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.450.110.110.110.110.110.180.110.110.11k, delay calibration 16.2034.1583.0015.1523.6384.2269.9670.6478.3282.4082.9784.96d1, Uniform Delay [s] 888198812585519158820123719195111138c, Capacity [veh/h] 143132041603143132041603143116831603143116833113s, saturation flow rate [veh/h] 0.200.630.090.040.380.050.050.060.110.050.050.03(v / s)_i Volume / Saturation Flow Rate 0.620.620.080.600.600.050.140.140.120.070.070.04g / C, Green / Cycle 112112141081081025252112128g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H21 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 23.99 15.18101.68 227.56 17.1658.3871.0392.26 96.37d_M, Delay for Movement [s/veh]71.8392.12 100.00 C BF BFFEFFMovement LOS EFF 27.81 63.98d_A, Approach Delay [s/veh]85.7993.66 C EFApproach LOS F 56.32d_I, Intersection Delay [s/veh] EIntersection LOS 0.838Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.600 3.876I_p,int, Pedestrian LOS Score for Intersection 2.4682.521 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 921 921322c_b, Capacity of the bicycle lane [bicycles/h]322 26.19 26.19d_b, Bicycle Delay [s]63.34 63.34 2.699 3.686I_b,int, Bicycle LOS Score for Intersection 2.063 2.208 B DBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H22 Spack Consulting Version 5.00-00 Generated with 0.508Volume to Capacity (v/c): FLevel Of Service: 53.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 2661817810731042091633327237Total Analysis Volume [veh/h] 625452182652488259Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.9323Peak Hour Factor 24617166968971951531305221Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24617166968971951531305221Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H23 Spack Consulting Version 5.00-00 Generated with FIntersection LOS 7.89d_I, Intersection Delay [s/veh] DCAAApproach LOS 26.0424.150.393.40d_A, Approach Delay [s/veh] 21.1421.1421.1430.0430.0460.660.005.9411.890.000.0017.5095th-Percentile Queue Length [ft] 0.850.850.851.201.202.430.000.240.480.000.000.7095th-Percentile Queue Length [veh] BDEBDFAAAAAAMovement LOS 14.7632.3740.2111.8929.3353.360.000.008.040.000.008.56d_M, Delay for Movement [s/veh] 0.040.040.150.230.060.510.000.000.010.000.000.19V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H24 Spack Consulting Version 5.00-00 Generated with 0.034Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 132943722232711335115Total Analysis Volume [veh/h] 37391561203904Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.9436Peak Hour Factor 122773522102711233114Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122773522102711233114Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H25 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 1.81d_I, Intersection Delay [s/veh] AABBApproach LOS 0.830.0713.2711.44d_A, Approach Delay [s/veh] 25.6025.6025.6016.5016.5016.503.613.613.616.816.816.8195th-Percentile Queue Length [ft] 1.021.021.020.660.660.660.140.140.140.270.270.2795th-Percentile Queue Length [veh] AAAAAABBBABBMovement LOS 0.000.007.760.000.007.8810.2514.4214.809.9514.6414.69d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.000.010.000.030.040.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H26 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 102554632198221550132Total Analysis Volume [veh/h] 2641285011011208Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.9288Peak Hour Factor 92374330184221546130Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 92374330184221546130Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H27 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 2.34d_I, Intersection Delay [s/veh] AABBApproach LOS 1.150.0713.3912.06d_A, Approach Delay [s/veh] 22.5522.5522.5516.2316.2316.231.401.401.4012.1112.1112.1195th-Percentile Queue Length [ft] 0.900.900.900.650.650.650.060.060.060.480.480.4895th-Percentile Queue Length [veh] AAAAAAABBBBBMovement LOS 0.000.007.790.000.007.789.7814.0514.7010.3414.7614.65d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.000.000.000.010.060.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H28 Spack Consulting Version 5.00-00 Generated with 0.019Volume to Capacity (v/c): CLevel Of Service: 15.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1227652015114160784216Total Analysis Volume [veh/h] 0571653844022114Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 1207591813713150676215Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1207591813713150676215Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H29 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 3.25d_I, Intersection Delay [s/veh] AABBApproach LOS 1.700.5811.3810.68d_A, Approach Delay [s/veh] 19.6319.6319.6311.9711.9711.973.053.053.0511.9911.9911.9995th-Percentile Queue Length [ft] 0.790.790.790.480.480.480.120.120.120.480.480.4895th-Percentile Queue Length [veh] AAAAAAABCABBMovement LOS 0.000.007.680.000.007.719.6814.0115.259.8614.4414.51d_M, Delay for Movement [s/veh] 0.000.000.050.000.000.010.020.000.020.100.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H30 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 4119441356221766735141Total Analysis Volume [veh/h] 10511341644179010Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.8917Peak Hour Factor 4117391205201576031137Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4117391205201576031137Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H31 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 7.70d_I, Intersection Delay [s/veh] AABBApproach LOS 6.320.0012.1311.41d_A, Approach Delay [s/veh] 1.291.291.290.000.000.0038.5338.5338.5310.2310.2310.2395th-Percentile Queue Length [ft] 0.050.050.050.000.000.001.541.541.540.410.410.4195th-Percentile Queue Length [veh] AAAAAABBBABBMovement LOS 0.007.637.580.000.000.0011.1912.1812.3110.0012.9612.58d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.020.230.090.040.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H32 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H33 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 2: 2 Existing PM Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H34 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\...\AM No-Build.pdf Scenario 3 No-Build AM 2019Vistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B10.30.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 B10.60.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 B11.60.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 B12.30.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 C19.70.186EB LeftHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 D43.60.825SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H35 Spack Consulting Version 5.00-00 Generated with 0.825Volume to Capacity (v/c): DLevel Of Service: 43.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 107950544621081013727155427241Total Analysis Volume [veh/h] 272381411527259739111810Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor 9987650421944933425143396638Total Hourly Volume [veh/h] 4300190023002500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.061.001.001.061.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14282650611834935724143646238Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H36 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0110150120250192601926Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 0115250120200202002020Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H37 Spack Consulting Version 5.00-00 Generated with 77.75376.99126.0728.461386.32218.7271.6651.55279.7491.67164.5335.5195th-Percentile Queue Length [ft] 3.1115.085.041.1455.458.752.872.0611.193.676.581.4295th-Percentile Queue Length [veh] 43.19247.8870.0415.811112.78126.4939.8128.64172.1550.9391.4119.7350th-Percentile Queue Length [ft] 1.739.922.800.6344.515.061.591.156.892.043.660.7950th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group BBFBDFEEEFFELane Group LOS 13.4618.13103.9310.6247.3097.5172.2671.2271.1588.0796.1860.32d, Delay for Lane Group [s/veh] 0.120.470.790.050.990.850.220.130.550.530.770.08X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.270.7818.410.1017.5215.070.620.305.175.2912.240.06d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.110.110.110.340.110.110.11k, delay calibration 13.1917.3585.5210.5329.7882.4371.6370.9265.9882.7883.9460.25d1, Uniform Delay [s] 90420256895021271191722022828094532c, Capacity [veh/h] 143132041603143132041603143116831458143116832627s, saturation flow rate [veh/h] 0.070.300.030.030.660.060.030.020.110.030.040.02(v / s)_i Volume / Saturation Flow Rate 0.630.630.040.660.660.070.120.120.190.060.060.19g / C, Green / Cycle 114114812012013222234101034g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.000.004.004.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H38 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 47.30 10.6297.51 103.93 13.4618.1372.2660.32 96.18d_M, Delay for Movement [s/veh]71.2288.07 71.15 D BF BFBEEFMovement LOS EFE 48.80 21.85d_A, Approach Delay [s/veh]71.3584.49 D CEApproach LOS F 43.59d_I, Intersection Delay [s/veh] DIntersection LOS 0.825Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.512 3.600I_p,int, Pedestrian LOS Score for Intersection 2.3352.433 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 1254 1143144c_b, Capacity of the bicycle lane [bicycles/h]144 12.51 16.51d_b, Bicycle Delay [s]77.47 77.47 3.436 2.512I_b,int, Bicycle LOS Score for Intersection 1.857 1.959 C BABicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H39 Spack Consulting Version 5.00-00 Generated with 0.186Volume to Capacity (v/c): CLevel Of Service: 19.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 42214625669185213210148Total Analysis Volume [veh/h] 111361141746135337Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.8364Peak Hour Factor 32212224758155211176124Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 32212224758146211166124Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H40 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 4.75d_I, Intersection Delay [s/veh] BBAAApproach LOS 13.9613.020.063.23d_A, Approach Delay [s/veh] 1.491.491.4916.8416.8416.780.003.937.870.000.009.5295th-Percentile Queue Length [ft] 0.060.060.060.670.670.670.000.160.310.000.000.3895th-Percentile Queue Length [veh] ACCBCCAAAAAAMovement LOS 9.5117.3519.4610.4017.8519.670.000.007.680.000.008.09d_M, Delay for Movement [s/veh] 0.000.010.010.180.010.190.000.000.000.000.000.11V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H41 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 12.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 515252114912223207Total Analysis Volume [veh/h] 138130370111802Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 413446113112222806Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 413446113112222806Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H42 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 2.10d_I, Intersection Delay [s/veh] AABAApproach LOS 1.890.0511.099.74d_A, Approach Delay [s/veh] 12.7812.7812.788.888.888.880.760.760.763.853.853.8595th-Percentile Queue Length [ft] 0.510.510.510.360.360.360.030.030.030.150.150.1595th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.610.000.007.539.1012.1312.049.2412.3212.02d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.000.040.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H43 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 11.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 888582979010556124Total Analysis Volume [veh/h] 2221572000011406Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 883552775010553123Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 883552775010553123Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H44 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 3.72d_I, Intersection Delay [s/veh] AABAApproach LOS 2.830.0010.969.83d_A, Approach Delay [s/veh] 8.688.688.680.000.000.000.750.750.758.128.128.1295th-Percentile Queue Length [ft] 0.350.350.350.000.000.000.030.030.030.320.320.3295th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.530.000.007.408.7911.3211.409.2111.6511.19d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.010.060.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H45 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 10.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 5892147776052606Total Analysis Volume [veh/h] 12251192201602Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.9344Peak Hour Factor 5832047276052406Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5832047276052406Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H46 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 2.45d_I, Intersection Delay [s/veh] AAAAApproach LOS 1.350.599.489.07d_A, Approach Delay [s/veh] 6.156.156.154.674.674.671.031.031.032.712.712.7195th-Percentile Queue Length [ft] 0.250.250.250.190.190.190.040.040.040.110.110.1195th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.410.000.007.418.7910.5310.318.8110.6210.21d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.000.010.030.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H47 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 10.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1091865512662516022Total Analysis Volume [veh/h] 00251613176405Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.9198Peak Hour Factor 1081760511612315020Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1081760511612315020Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H48 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 5.98d_I, Intersection Delay [s/veh] AAAAApproach LOS 6.650.009.759.45d_A, Approach Delay [s/veh] 0.500.500.500.000.000.0010.1610.1610.163.523.523.5295th-Percentile Queue Length [ft] 0.020.020.020.000.000.000.410.410.410.140.140.1495th-Percentile Queue Length [veh] AAAAAAAAAABAMovement LOS 0.007.407.380.000.000.009.099.919.668.9210.349.84d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.080.030.020.000.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H49 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H50 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H51 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Scenario 3: 3 No-Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H52 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\...\PM No-Build.pdf Scenario 4 No-Build PM 2019Vistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B13.00.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 C15.30.019SB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 B14.80.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 B14.80.034SB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 F58.50.536EB LeftHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 E67.40.879SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H53 Spack Consulting Version 5.00-00 Generated with 0.879Volume to Capacity (v/c): ELevel Of Service: 67.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 286214115155130273721061736896101Total Analysis Volume [veh/h] 71535381432618182743172425Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.9766Peak Hour Factor 27920911475412727170104169669499Total Hourly Volume [veh/h] 12000240048004500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.061.001.001.061.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 399197314778120071118981691118999Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H54 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 09020090200353503535Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 08314083140292902929Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H55 Spack Consulting Version 5.00-00 Generated with 238.561707.32428.2843.42634.94167.84138.80202.92351.98150.05211.93111.4395th-Percentile Queue Length [ft] 9.5468.2917.131.7425.406.715.558.1214.086.008.484.4695th-Percentile Queue Length [veh] 141.141297.15267.3924.12459.2293.2577.11114.99228.1383.36121.5361.9050th-Percentile Queue Length [ft] 5.6551.8910.700.9618.373.733.084.609.133.334.862.4850th-Percentile Queue Length [veh] NoYesNoNoNoYesNoNoYesNoYesNoCritical Lane Group BFFBCFEEFFFFLane Group LOS 17.5081.49227.5615.5827.01101.4870.4771.6499.8489.6695.4291.71d, Delay for Lane Group [s/veh] 0.321.081.210.060.680.830.350.440.910.680.820.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.9846.99144.560.152.0217.281.011.2421.547.8912.836.86d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.450.500.500.110.110.110.180.110.110.11k, delay calibration 16.5334.5083.0015.4324.9984.2069.4670.4078.3081.7782.5984.85d1, Uniform Delay [s] 8821976125850190388206242191100117140c, Capacity [veh/h] 143132041603143132041603143116831603143116833113s, saturation flow rate [veh/h] 0.200.670.090.040.410.050.050.060.110.050.060.03(v / s)_i Volume / Saturation Flow Rate 0.620.620.080.590.590.050.140.140.120.070.070.04g / C, Green / Cycle 111111141071071026262113138g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H56 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 27.01 15.58101.48 227.56 17.5081.4970.4791.71 95.42d_M, Delay for Movement [s/veh]71.6489.66 99.84 C BF BFFEFFMovement LOS EFF 30.37 82.94d_A, Approach Delay [s/veh]85.3092.53 C FFApproach LOS F 67.41d_I, Intersection Delay [s/veh] EIntersection LOS 0.879Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.657 3.934I_p,int, Pedestrian LOS Score for Intersection 2.4702.523 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 921 921322c_b, Capacity of the bicycle lane [bicycles/h]322 26.19 26.19d_b, Bicycle Delay [s]63.34 63.34 2.759 3.785I_b,int, Bicycle LOS Score for Intersection 2.071 2.218 C DBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H57 Spack Consulting Version 5.00-00 Generated with 0.536Volume to Capacity (v/c): FLevel Of Service: 58.5Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 2661817810731042221633346237Total Analysis Volume [veh/h] 625452182656488759Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.9323Peak Hour Factor 24617166968972071531323221Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24617166968971951531305221Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H58 Spack Consulting Version 5.00-00 Generated with FIntersection LOS 8.10d_I, Intersection Delay [s/veh] DDAAApproach LOS 27.5025.780.383.31d_A, Approach Delay [s/veh] 22.5122.5122.5130.9930.9965.180.006.3312.670.000.0017.7395th-Percentile Queue Length [ft] 0.900.900.901.241.242.610.000.250.510.000.000.7195th-Percentile Queue Length [veh] CDEBDFAAAAAAMovement LOS 15.4734.0442.6912.0930.5158.500.000.008.090.000.008.61d_M, Delay for Movement [s/veh] 0.040.040.160.230.060.540.000.000.010.000.000.19V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H59 Spack Consulting Version 5.00-00 Generated with 0.034Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 132943722232711335115Total Analysis Volume [veh/h] 37391561203904Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.9436Peak Hour Factor 122773522102711233114Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122773522102711233114Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H60 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 1.81d_I, Intersection Delay [s/veh] AABBApproach LOS 0.830.0713.2711.44d_A, Approach Delay [s/veh] 25.6025.6025.6016.5016.5016.503.613.613.616.816.816.8195th-Percentile Queue Length [ft] 1.021.021.020.660.660.660.140.140.140.270.270.2795th-Percentile Queue Length [veh] AAAAAABBBABBMovement LOS 0.000.007.760.000.007.8810.2514.4214.809.9514.6414.69d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.000.010.000.030.040.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H61 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 14.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 102554632198221550132Total Analysis Volume [veh/h] 2641285011011208Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.9288Peak Hour Factor 92374330184221546130Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 92374330184221546130Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H62 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 2.34d_I, Intersection Delay [s/veh] AABBApproach LOS 1.150.0713.3912.06d_A, Approach Delay [s/veh] 22.5522.5522.5516.2316.2316.231.401.401.4012.1112.1112.1195th-Percentile Queue Length [ft] 0.900.900.900.650.650.650.060.060.060.480.480.4895th-Percentile Queue Length [veh] AAAAAAABBBBBMovement LOS 0.000.007.790.000.007.789.7814.0514.7010.3414.7614.65d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.000.000.000.010.060.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H63 Spack Consulting Version 5.00-00 Generated with 0.019Volume to Capacity (v/c): CLevel Of Service: 15.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1227652015114160784216Total Analysis Volume [veh/h] 0571653844022114Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 1207591813713150676215Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1207591813713150676215Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H64 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 3.25d_I, Intersection Delay [s/veh] AABBApproach LOS 1.700.5811.3810.68d_A, Approach Delay [s/veh] 19.6319.6319.6311.9711.9711.973.053.053.0511.9911.9911.9995th-Percentile Queue Length [ft] 0.790.790.790.480.480.480.120.120.120.480.480.4895th-Percentile Queue Length [veh] AAAAAAABCABBMovement LOS 0.000.007.680.000.007.719.6814.0115.259.8614.4414.51d_M, Delay for Movement [s/veh] 0.000.000.050.000.000.010.020.000.020.100.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H65 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 13.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 4119441356221766735141Total Analysis Volume [veh/h] 10511341644179010Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.8917Peak Hour Factor 4117391205201576031137Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000000000000Existing Site Adjustment Volume [veh/h] 000000000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 000000000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4117391205201576031137Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H66 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 7.70d_I, Intersection Delay [s/veh] AABBApproach LOS 6.320.0012.1311.41d_A, Approach Delay [s/veh] 1.291.291.290.000.000.0038.5338.5338.5310.2310.2310.2395th-Percentile Queue Length [ft] 0.050.050.050.000.000.001.541.541.540.410.410.4195th-Percentile Queue Length [veh] AAAAAABBBABBMovement LOS 0.007.637.580.000.000.0011.1912.1812.3110.0012.9612.58d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.020.230.090.040.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H67 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H68 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H69 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Scenario 4: 4 No-Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H70 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\Users\Jonah\Desktop\AM Build.pdf Scenario 5 Build AM 2019Vistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B11.30.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 B11.30.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 B12.60.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 B13.40.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 C23.40.010WB LeftHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 D45.80.843SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H71 Spack Consulting Version 5.00-00 Generated with 0.843Volume to Capacity (v/c): DLevel Of Service: 45.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 139934544620771044030202427441Total Analysis Volume [veh/h] 3523314115192610850111810Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor 12886150421915963728186396838Total Hourly Volume [veh/h] 4300190023002500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] -70000-3-2-1-50-20Existing Site Adjustment Volume [veh/h] 15-1500-2900029000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 21000065419040Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.061.001.001.061.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14282650611834935724143646238Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H72 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0110150120250192601926Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 0115250120200202002020Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H73 Spack Consulting Version 5.00-00 Generated with 108.65384.67126.0729.811397.10223.6976.3456.45365.0291.65170.3534.9295th-Percentile Queue Length [ft] 4.3515.395.041.1955.888.953.052.2614.603.676.811.4095th-Percentile Queue Length [veh] 60.36253.9970.0416.561122.38130.1442.4131.36238.4150.9294.6419.4050th-Percentile Queue Length [ft] 2.4110.162.800.6644.905.211.701.259.542.043.790.7850th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group BBFBDFEEEFFELane Group LOS 14.9619.38103.9311.4149.6297.3170.3669.3677.5788.0497.5058.52d, Delay for Lane Group [s/veh] 0.160.470.790.050.990.850.210.130.670.530.790.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.380.8118.410.1018.5215.040.550.2711.395.2713.460.06d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.110.110.110.500.110.110.11k, delay calibration 14.5818.5785.5211.3131.1082.2669.8169.0966.1782.7784.0358.46d1, Uniform Delay [s] 88419806893220881221892233018094556c, Capacity [veh/h] 143132041603143132041603143116831466143116832610s, saturation flow rate [veh/h] 0.100.290.030.030.650.060.030.020.140.030.040.02(v / s)_i Volume / Saturation Flow Rate 0.620.620.040.650.650.080.130.130.200.060.060.20g / C, Green / Cycle 111111811711714242436101036g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.000.004.004.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H74 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 49.62 11.4197.31 103.93 14.9619.3870.3658.52 97.50d_M, Delay for Movement [s/veh]69.3688.04 77.57 D BF BFBEEFMovement LOS EFE 51.06 22.89d_A, Approach Delay [s/veh]75.6084.79 D CEApproach LOS F 45.83d_I, Intersection Delay [s/veh] DIntersection LOS 0.843Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.500 3.614I_p,int, Pedestrian LOS Score for Intersection 2.3572.434 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 1254 1143144c_b, Capacity of the bicycle lane [bicycles/h]144 12.51 16.51d_b, Bicycle Delay [s]77.47 77.47 3.413 2.525I_b,int, Bicycle LOS Score for Intersection 1.860 2.046 C BBBicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H75 Spack Consulting Version 5.00-00 Generated with 0.010Volume to Capacity (v/c): CLevel Of Service: 23.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 42220025972185213210189Total Analysis Volume [veh/h] 111501151846135347Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.8364Peak Hour Factor 32216724960155211176158Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-120-2-20000-12Existing Site Adjustment Volume [veh/h] 00029000000015Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00028044000031Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 32212224758146211166124Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H76 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 5.61d_I, Intersection Delay [s/veh] CBAAApproach LOS 15.4913.740.063.77d_A, Approach Delay [s/veh] 1.751.751.7524.9324.9321.580.003.987.970.000.0012.6295th-Percentile Queue Length [ft] 0.070.070.071.001.000.860.000.160.320.000.000.5095th-Percentile Queue Length [veh] ACCBCCAAAAAAMovement LOS 9.5819.3923.4310.9020.2223.120.000.007.680.000.008.22d_M, Delay for Movement [s/veh] 0.000.010.010.240.010.230.000.000.000.000.000.14V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H77 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 519352120712223207Total Analysis Volume [veh/h] 148130520111802Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 417046118212222806Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1400-100000000Existing Site Adjustment Volume [veh/h] 01500290000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 03500320000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 413446113112222806Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H78 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 1.75d_I, Intersection Delay [s/veh] AABBApproach LOS 1.610.0411.9110.25d_A, Approach Delay [s/veh] 16.7716.7716.7713.4013.4013.400.860.860.864.264.264.2695th-Percentile Queue Length [ft] 0.670.670.670.540.540.540.030.030.030.170.170.1795th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.750.000.007.629.3313.1413.249.6013.3713.20d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.000.040.000.02V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H79 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 12.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 81265829133010556124Total Analysis Volume [veh/h] 2321573300011406Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 81195527126010553123Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1400-100000000Existing Site Adjustment Volume [veh/h] 01500290000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 03500320000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 883552775010553123Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H80 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 3.08d_I, Intersection Delay [s/veh] AABBApproach LOS 2.310.0011.8510.39d_A, Approach Delay [s/veh] 11.7211.7211.720.000.000.000.860.860.869.069.069.0695th-Percentile Queue Length [ft] 0.470.470.470.000.000.000.030.030.030.360.360.3695th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.650.000.007.488.9912.1512.429.5912.5612.18d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.010.060.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H81 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 11.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 512721413276052606Total Analysis Volume [veh/h] 13251332201602Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.9344Peak Hour Factor 511920412376052406Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1400-100000000Existing Site Adjustment Volume [veh/h] 01500290000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 03500320000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5832047276052406Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H82 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 1.84d_I, Intersection Delay [s/veh] AAAAApproach LOS 1.030.379.969.46d_A, Approach Delay [s/veh] 8.848.848.848.178.178.171.141.141.142.972.972.9795th-Percentile Queue Length [ft] 0.350.350.350.330.330.330.050.050.050.120.120.1295th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.520.000.007.498.9911.2511.149.1011.3511.01d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.000.010.030.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H83 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 11.3Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1096165512666472050Total Analysis Volume [veh/h] 002151613171618013Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.9198Peak Hour Factor 1085660511615966046Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-30000-14-100-2Existing Site Adjustment Volume [veh/h] 0002900001529015Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0001300003532013Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1081760511612315020Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H84 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 6.79d_I, Intersection Delay [s/veh] AABBApproach LOS 6.680.0010.2410.09d_A, Approach Delay [s/veh] 0.510.510.510.000.000.0015.4115.4115.4112.8512.8512.8595th-Percentile Queue Length [ft] 0.020.020.020.000.000.000.620.620.620.510.510.5195th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.007.497.430.000.000.009.5110.3610.269.5711.3010.83d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.080.080.080.000.07V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H85 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H86 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H87 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Net New Site Trips Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H88 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Scenario 5: 5 Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H89 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\Users\Jonah\Desktop\PM Build.pdf Scenario 6 Build PM 2019Vistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B14.60.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 C16.60.022SB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 C16.00.015SB LeftHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 C16.10.038SB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 F76.60.626EB LeftHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 E74.20.893SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H90 Spack Consulting Version 5.00-00 Generated with 0.893Volume to Capacity (v/c): ELevel Of Service: 74.2Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 317211815155128074731082066897101Total Analysis Volume [veh/h] 79529381432018182751172425Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.9766Peak Hour Factor 31020681475412507271105201669599Total Hourly Volume [veh/h] 12000240048004500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] -80000-3-3-2-80-20Existing Site Adjustment Volume [veh/h] 23-2300-2200023000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 16000044317030Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.061.001.001.061.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 399197314778120071118981691118999Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H91 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 09020090200353503535Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 08314083140292902929Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H92 Spack Consulting Version 5.00-00 Generated with 279.811786.79428.2846.14653.63170.03136.80201.44418.94149.77213.73111.4395th-Percentile Queue Length [ft] 11.1971.4717.131.8526.156.805.478.0616.765.998.554.4695th-Percentile Queue Length [veh] 172.211336.64267.3925.63474.9394.4676.00113.92281.3983.20122.8461.9050th-Percentile Queue Length [ft] 6.8953.4710.701.0319.003.783.044.5611.263.334.912.4850th-Percentile Queue Length [veh] NoYesNoNoNoYesNoNoYesNoYesNoCritical Lane Group CFFBCFEEFFFFLane Group LOS 20.1794.09227.5617.1929.49101.3566.9568.03104.9989.3595.4791.72d, Delay for Lane Group [s/veh] 0.371.111.210.070.700.830.310.390.920.680.820.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.2557.68144.560.162.2117.220.740.9028.457.6812.926.86d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.450.500.500.110.110.110.270.110.110.11k, delay calibration 18.9236.4183.0017.0327.2784.1466.2167.1476.5481.6882.5584.85d1, Uniform Delay [s] 8521908125820183789235277223101118140c, Capacity [veh/h] 143132041603143132041603143116831603143116833113s, saturation flow rate [veh/h] 0.220.660.090.040.400.050.050.060.130.050.060.03(v / s)_i Volume / Saturation Flow Rate 0.600.600.080.570.570.060.160.160.140.070.070.04g / C, Green / Cycle 107107141031031030302513138g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H93 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 29.49 17.19101.35 227.56 20.1794.0966.9591.72 95.47d_M, Delay for Movement [s/veh]68.0389.35 104.99 C BF CFFEFFMovement LOS EFF 32.78 92.82d_A, Approach Delay [s/veh]87.5092.48 C FFApproach LOS F 74.16d_I, Intersection Delay [s/veh] EIntersection LOS 0.893Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.645 3.940I_p,int, Pedestrian LOS Score for Intersection 2.4872.524 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 921 921322c_b, Capacity of the bicycle lane [bicycles/h]322 26.19 26.19d_b, Bicycle Delay [s]63.34 63.34 2.742 3.792I_b,int, Bicycle LOS Score for Intersection 2.073 2.277 B DBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H94 Spack Consulting Version 5.00-00 Generated with 0.626Volume to Capacity (v/c): FLevel Of Service: 76.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 2661821510741052221633346272Total Analysis Volume [veh/h] 625542192656488768Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.9323Peak Hour Factor 24617200969982071531323254Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-130-2-20000-13Existing Site Adjustment Volume [veh/h] 00023000000023Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00024033000023Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 24617166968971951531305221Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H95 Spack Consulting Version 5.00-00 Generated with FIntersection LOS 9.62d_I, Intersection Delay [s/veh] DDAAApproach LOS 33.1229.300.383.65d_A, Approach Delay [s/veh] 27.5827.5827.5839.9739.9779.710.006.3512.710.000.0021.0995th-Percentile Queue Length [ft] 1.101.101.101.601.603.190.000.250.510.000.000.8495th-Percentile Queue Length [veh] CEFBDFAAAAAAMovement LOS 17.9739.9352.7412.8034.5076.550.000.008.090.000.008.75d_M, Delay for Movement [s/veh] 0.040.050.200.280.070.630.000.000.010.000.000.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H96 Spack Consulting Version 5.00-00 Generated with 0.038Volume to Capacity (v/c): CLevel Of Service: 16.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 133303722602711335115Total Analysis Volume [veh/h] 38291651203904Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.9436Peak Hour Factor 123113522452711233114Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1500-150000000Existing Site Adjustment Volume [veh/h] 02300230000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 02600270000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122773522102711233114Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H97 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 1.70d_I, Intersection Delay [s/veh] AABBApproach LOS 0.760.0614.2012.03d_A, Approach Delay [s/veh] 30.5830.5830.5820.6520.6520.654.014.014.017.447.447.4495th-Percentile Queue Length [ft] 1.221.221.220.830.830.830.160.160.160.300.300.3095th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.850.000.007.9710.5715.4416.0510.2715.6815.90d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.000.010.000.040.050.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H98 Spack Consulting Version 5.00-00 Generated with 0.015Volume to Capacity (v/c): CLevel Of Service: 16.0Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 102924632236221550132Total Analysis Volume [veh/h] 2731285911011208Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.9288Peak Hour Factor 92714330219221546130Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1500-150000000Existing Site Adjustment Volume [veh/h] 02300230000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 02600270000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 92374330184221546130Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H99 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 2.20d_I, Intersection Delay [s/veh] AABBApproach LOS 1.040.0614.3612.82d_A, Approach Delay [s/veh] 27.2927.2927.2920.3420.3420.341.561.561.5613.4113.4113.4195th-Percentile Queue Length [ft] 1.091.091.090.810.810.810.060.060.060.540.540.5495th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.880.000.007.8610.0415.0415.9610.7715.9015.94d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.010.060.000.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H100 Spack Consulting Version 5.00-00 Generated with 0.022Volume to Capacity (v/c): CLevel Of Service: 16.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1265652018914160784216Total Analysis Volume [veh/h] 0661654744022114Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 1241591817213150676215Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1500-150000000Existing Site Adjustment Volume [veh/h] 02300230000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 02600270000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1207591813713150676215Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H101 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 2.99d_I, Intersection Delay [s/veh] AABBApproach LOS 1.530.4911.9911.17d_A, Approach Delay [s/veh] 23.9123.9123.9115.4915.4915.493.343.343.3413.0213.0213.0295th-Percentile Queue Length [ft] 0.960.960.960.620.620.620.130.130.130.520.520.5295th-Percentile Queue Length [veh] AAAAAAACCBCCMovement LOS 0.000.007.780.000.007.809.9515.0216.6410.1915.5115.76d_M, Delay for Movement [s/veh] 0.000.000.050.000.000.010.020.000.020.100.010.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H102 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 14.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 41197513562217610574174Total Analysis Volume [veh/h] 105193416442619019Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.8917Peak Hour Factor 4117671205201579466166Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-40000-15-150-4Existing Site Adjustment Volume [veh/h] 0002200002323023Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0001000002627010Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4117391205201576031137Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H103 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 8.72d_I, Intersection Delay [s/veh] AABBApproach LOS 6.350.0013.1512.73d_A, Approach Delay [s/veh] 1.311.311.310.000.000.0049.8949.8949.8923.6523.6523.6595th-Percentile Queue Length [ft] 0.050.050.050.000.000.002.002.002.000.950.950.9595th-Percentile Queue Length [veh] AAAAAABBBBBBMovement LOS 0.007.707.610.000.000.0012.1213.1313.4011.1814.5814.26d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.020.240.150.090.000.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H104 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H105 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H106 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Net New Site Trips Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H107 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Scenario 6: 6 Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H108 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\...\Mitigated_AM Build.pdf Scenario 7 Mitigated Build AM 2019Vistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. B11.80.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 B11.60.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 B12.80.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 B13.40.000NB ThruHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 B10.90.246EB RightHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 D45.80.843SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H109 Spack Consulting Version 5.00-00 Generated with 0.843Volume to Capacity (v/c): DLevel Of Service: 45.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 139934544620771044030202427441Total Analysis Volume [veh/h] 3523314115192610850111810Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.92200.9220Peak Hour Factor 12886150421915963728186396838Total Hourly Volume [veh/h] 4300190023002500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] -70000-3-2-1-50-20Existing Site Adjustment Volume [veh/h] 15-1500-2900029000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 21000065419040Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.061.001.001.061.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 14282650611834935724143646238Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H110 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 0110150120250192601926Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 0115250120200202002020Maximum Green [s] 015701570107097Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H111 Spack Consulting Version 5.00-00 Generated with 108.52384.30126.0729.771394.85223.6976.3856.48365.2391.74170.7234.9395th-Percentile Queue Length [ft] 4.3415.375.041.1955.798.953.062.2614.613.676.831.4095th-Percentile Queue Length [veh] 60.29253.6970.0416.541120.38130.1442.4331.38238.5750.9794.8519.4150th-Percentile Queue Length [ft] 2.4110.152.800.6644.825.211.701.269.542.043.790.7850th-Percentile Queue Length [veh] NoNoYesNoYesNoNoNoYesNoYesNoCritical Lane Group BBFBDFEEEFFELane Group LOS 14.9319.35103.9311.3949.4797.3170.4169.4177.6688.1897.8958.56d, Delay for Lane Group [s/veh] 0.160.470.790.050.990.850.210.140.670.530.790.07X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 0.380.8118.410.1018.4215.040.550.2711.435.3613.800.06d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.110.500.500.110.110.110.500.110.110.11k, delay calibration 14.5518.5585.5211.2931.0582.2669.8569.1366.2282.8284.0958.50d1, Uniform Delay [s] 88419816893220891221892223007993556c, Capacity [veh/h] 143132041603143132041603143116831466143116832610s, saturation flow rate [veh/h] 0.100.290.030.030.650.060.030.020.140.030.040.02(v / s)_i Volume / Saturation Flow Rate 0.620.620.040.650.650.080.130.130.200.060.060.20g / C, Green / Cycle 111111811811814242436101036g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.000.004.004.000.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H112 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 49.47 11.3997.31 103.93 14.9319.3570.4158.56 97.89d_M, Delay for Movement [s/veh]69.4188.18 77.66 D BF BFBEEFMovement LOS EFE 50.91 22.86d_A, Approach Delay [s/veh]75.6885.02 D CEApproach LOS F 45.75d_I, Intersection Delay [s/veh] DIntersection LOS 0.843Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.500 3.614I_p,int, Pedestrian LOS Score for Intersection 2.3572.434 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 1254 1143144c_b, Capacity of the bicycle lane [bicycles/h]144 12.51 16.51d_b, Bicycle Delay [s]77.47 77.47 3.413 2.525I_b,int, Bicycle LOS Score for Intersection 1.860 2.046 C BBBicycle LOS A ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H113 Spack Consulting Version 5.00-00 Generated with 0.246Volume to Capacity (v/c): BLevel Of Service: 10.9Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 8222000074188513210189Total Analysis Volume [veh/h] 21150001947135347Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.83640.8364Peak Hour Factor 7221670062157411176158Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-120-2-20000-12Existing Site Adjustment Volume [veh/h] 00029000000015Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00028004000031Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 7221220060148411166124Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H114 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 4.33d_I, Intersection Delay [s/veh] ABAAApproach LOS 9.3810.850.143.78d_A, Approach Delay [s/veh] 0.730.000.0024.110.000.000.004.128.240.000.0012.6995th-Percentile Queue Length [ft] 0.030.000.000.960.000.000.000.160.330.000.000.5195th-Percentile Queue Length [veh] ABAAAAAAMovement LOS 9.380.000.0010.850.000.000.000.007.680.000.008.23d_M, Delay for Movement [s/veh] 0.010.000.000.250.000.000.000.000.000.000.000.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H115 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 13.4Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 5193521202122222017Total Analysis Volume [veh/h] 148130510111504Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.88000.8800Peak Hour Factor 4170461178122219015Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1400-100000-909Existing Site Adjustment Volume [veh/h] 01500290000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 03500280000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 413446113112222806Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H116 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 1.84d_I, Intersection Delay [s/veh] AABBApproach LOS 1.610.0411.8811.24d_A, Approach Delay [s/veh] 16.6816.6816.6813.0213.0213.020.860.860.865.065.065.0695th-Percentile Queue Length [ft] 0.670.670.670.520.520.520.030.030.030.200.200.2095th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.730.000.007.629.3313.0913.219.6913.4313.25d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.000.030.000.04V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H117 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): BLevel Of Service: 12.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 81365829129010534147Total Analysis Volume [veh/h] 2341573200018012Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.94400.9440Peak Hour Factor 81285527122010532144Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-500-100000-21021Existing Site Adjustment Volume [veh/h] 01500290000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 03500280000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 883552775010553123Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H118 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 3.22d_I, Intersection Delay [s/veh] AABBApproach LOS 2.190.0011.6511.35d_A, Approach Delay [s/veh] 12.3812.3812.380.000.000.000.830.830.8310.7910.7910.7995th-Percentile Queue Length [ft] 0.500.500.500.000.000.000.030.030.030.430.430.4395th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.640.000.007.509.0412.2012.179.7812.8312.46d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.010.040.000.09V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H119 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 11.6Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 5159214127760517015Total Analysis Volume [veh/h] 14051322201404Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.93440.9344Peak Hour Factor 5149204119760516014Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 01600-100000-808Existing Site Adjustment Volume [veh/h] 01500290000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 03500280000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 5832047276052406Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H120 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 1.77d_I, Intersection Delay [s/veh] AABBApproach LOS 0.850.3810.1310.16d_A, Approach Delay [s/veh] 10.9010.9010.908.098.098.091.171.171.173.433.433.4395th-Percentile Queue Length [ft] 0.440.440.440.320.320.320.050.050.050.140.140.1495th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.000.007.510.000.007.569.1511.4711.299.1411.6211.31d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.000.010.020.000.03V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H121 Spack Consulting Version 5.00-00 Generated with 0.000Volume to Capacity (v/c): BLevel Of Service: 11.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 10961655121176458064Total Analysis Volume [veh/h] 002151613291614016Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.91980.9198Peak Hour Factor 10856605111085953059Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-300047-14-1907Existing Site Adjustment Volume [veh/h] 0002900001529015Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0001300003528017Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1081760511612315020Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H122 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 7.51d_I, Intersection Delay [s/veh] AABBApproach LOS 6.680.0010.7110.58d_A, Approach Delay [s/veh] 0.510.510.510.000.000.0022.7322.7322.7314.1014.1014.1095th-Percentile Queue Length [ft] 0.020.020.020.000.000.000.910.910.910.560.560.5695th-Percentile Queue Length [veh] AAAAAAABBABBMovement LOS 0.007.497.430.000.000.009.9510.8010.709.7111.8111.37d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.010.140.080.060.000.10V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H123 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H124 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H125 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Net New Site Trips Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H126 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Scenario 7: 7 Mitigated Build AM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H127 Spack Consulting Version 5.00-00 Generated with Intersection Analysis Summary 11/21/2017Report File: C:\...\Mitigated_PM Build.pdf Scenario 8 Mitigated Build PM 2019Vistro File: C:\...\Chanhassen Hotel.vistro V/C, Delay, LOS: For two-way stop, these values are taken from the movement with the worst (highest) delay value. for all other control types, they are taken for the whole intersection. C15.10.002NB ThruHCM 6th EditionTwo-way stopW 79th St & Western Site Access6 C17.10.129NB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Site Access5 C16.70.148NB LeftHCM 6th EditionTwo-way stopW 79th St & Western Gas Station Access4 C16.10.082NB LeftHCM 6th EditionTwo-way stopW 79th St & Eastern Gas Station Access3 B11.80.288EB RightHCM 6th EditionTwo-way stopGreat Plains Boulevard & W 79th Street2 E74.10.893SWB LeftHCM 6th EditionSignalizedArboretum Blvd & Great Plains Blvd1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H128 Spack Consulting Version 5.00-00 Generated with 0.893Volume to Capacity (v/c): ELevel Of Service: 74.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: SignalizedControl Type: Intersection 1: Arboretum Blvd & Great Plains Blvd Intersection Level Of Service Report YesYesYesYesCrosswalk NoNoNoNoCurb Present 0.000.000.000.00Grade [%] 55.0055.0030.0030.00Speed [mph] 100.00100.00625.00100.00100.00700.00105.00100.00100.00145.00100.00245.00Pocket Length [ft] 001001100102No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SouthwestboundEastboundSouthboundNorthboundApproach Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Bicycle Volume [bicycles/h] 0000v_ab, Corner Pedestrian Volume [ped/h] 0000v_ci, Inbound Pedestrian Volume crossing mi 0000v_co, Outbound Pedestrian Volume crossing 0000v_di, Inbound Pedestrian Volume crossing m 0000v_do, Outbound Pedestrian Volume crossing 000000000000Local Bus Stopping Rate [/h] 000000000000On-Street Parking Maneuver Rate [/h] NoNoNoNoNoNoNoNoPresence of On-Street Parking 317211815155128074731082066897101Total Analysis Volume [veh/h] 79529381432018182751172425Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.97660.9766Peak Hour Factor 31020681475412507271105201669599Total Hourly Volume [veh/h] 12000240048004500Right-Turn on Red Volume [veh/h] 000000000000Other Volume [veh/h] -80000-3-3-2-80-20Existing Site Adjustment Volume [veh/h] 23-2300-2200023000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 16000044317030Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.061.001.001.061.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 399197314778120071118981691118999Base Volume Input [veh/h] Arboretum BlvdArboretum BlvdGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H129 Spack Consulting Version 5.00-00 Generated with 0Pedestrian Clearance [s] 0Pedestrian Walk [s] 0Pedestrian Signal Group Exclusive Pedestrian Phase 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Length [ft] 0.00.00.00.00.00.00.00.00.00.00.00.0Detector Location [ft] NoNoNoNoNoNoNoNoPedestrian Recall NoNoNoNoNoNoNoNoMaximum Recall NoNoNoNoNoNoNoNoMinimum Recall 0.05.14.00.05.14.00.04.04.00.04.04.0l2, Clearance Lost Time [s] 0.02.02.00.02.02.00.02.02.00.02.02.0l1, Start-Up Lost Time [s] NoNoNoNoRest In Walk 0100010001000100Pedestrian Clearance [s] 050050050050Walk [s] 0.03.03.00.03.03.00.03.03.00.03.03.0Vehicle Extension [s] 09020090200304003040Split [s] 0.01.63.00.01.63.00.03.03.00.03.03.0All red [s] 0.05.53.00.05.53.00.03.03.00.03.03.0Amber [s] 08314083140292902929Maximum Green [s] 0157015701070107Minimum Green [s] --Lead--Lag--Lead--LeadLead / Lag Auxiliary Signal Groups 061025083047Signal group PermissPermissProtectePermissPermissProtectePermissPermissProtectePermissPermissProtecteControl Type Phasing & Timing 0.00Lost time [s] SingleBandPermissive Mode LeadGreenOffset Reference 0.0Offset [s] Fully actuatedActuation Type Time of Day Pattern CoordinatedCoordination Type 180Cycle Length [s] -Signal Coordination Group YesLocated in CBD Intersection Settings Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H130 Spack Consulting Version 5.00-00 Generated with 280.241790.70428.2846.22654.67170.03136.69201.32406.69149.76213.72111.3995th-Percentile Queue Length [ft] 11.2171.6317.131.8526.196.805.478.0516.275.998.554.4695th-Percentile Queue Length [veh] 172.531338.73267.3925.68475.8094.4675.94113.83271.5683.20122.8461.8850th-Percentile Queue Length [ft] 6.9053.5510.701.0319.033.783.044.5510.863.334.912.4850th-Percentile Queue Length [veh] NoYesNoNoNoYesNoNoYesNoYesNoCritical Lane Group CFFBCFEEFFFFLane Group LOS 20.2394.62227.5617.2429.58101.3566.8667.9498.5589.3595.4691.66d, Delay for Lane Group [s/veh] 0.371.111.210.070.700.830.310.390.920.680.820.72X, volume / capacity Lane Group Results 1.001.001.001.001.001.001.001.001.001.001.001.00PF, progression factor 1.001.001.001.001.001.001.001.001.001.001.001.00Rp, platoon ratio 0.000.000.000.000.000.000.000.000.000.000.000.00d3, Initial Queue Delay [s] 1.2558.15144.560.162.2217.220.740.8922.127.6712.916.82d2, Incremental Delay [s] 1.001.001.001.001.001.001.001.001.001.001.001.00I, Upstream Filtering Factor 0.500.500.450.500.500.110.110.110.190.110.110.11k, delay calibration 18.9836.4783.0017.0827.3584.1466.1267.0576.4381.6782.5584.84d1, Uniform Delay [s] 8511906125819183589236278224101118140c, Capacity [veh/h] 143132041603143132041603143116831603143116833113s, saturation flow rate [veh/h] 0.220.660.090.040.400.050.050.060.130.050.060.03(v / s)_i Volume / Saturation Flow Rate 0.600.600.080.570.570.060.170.170.140.070.070.04g / C, Green / Cycle 107107141031031030302513138g_i, Effective Green Time [s] 5.105.104.005.105.104.004.004.004.004.004.004.00l2, Clearance Lost Time [s] 0.000.000.000.000.000.000.000.000.000.000.000.00l1_p, Permitted Start-Up Lost Time [s] 7.107.106.007.107.106.006.006.006.006.006.006.00L, Total Lost Time per Cycle [s] 180180180180180180180180180180180180C, Cycle Length [s] RCLRCLRCLRCLLane Group Lane Group Calculations Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H131 Spack Consulting Version 5.00-00 Generated with Movement, Approach, & Intersection Results 29.58 17.24101.35 227.56 20.2394.6266.8691.66 95.46d_M, Delay for Movement [s/veh]67.9489.35 98.55 C BF CFFEFFMovement LOS EFF 32.87 93.26d_A, Approach Delay [s/veh]84.0392.45 C FFApproach LOS F 74.14d_I, Intersection Delay [s/veh] EIntersection LOS 0.893Intersection V/C Other Modes 9.0 9.0g_Walk,mi, Effective Walk Time [s]9.0 9.0 0.00 0.00M_corner, Corner Circulation Area [ft²/ped]0.000.00 0.00 0.00M_CW, Crosswalk Circulation Area [ft²/ped]0.00 0.00 81.23 81.2381.23d_p, Pedestrian Delay [s]81.23 3.645 3.940I_p,int, Pedestrian LOS Score for Intersection 2.4872.524 D DCrosswalk LOS BB 2000 20002000s_b, Saturation Flow Rate of the bicycle lane 2000 921 921267c_b, Capacity of the bicycle lane [bicycles/h]267 26.19 26.19d_b, Bicycle Delay [s]67.60 67.60 2.742 3.792I_b,int, Bicycle LOS Score for Intersection 2.073 2.277 B DBBicycle LOS B ----------------Ring 4 ----------------Ring 3 ------------8765Ring 2 ------------4321Ring 1 Sequence Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H132 Spack Consulting Version 5.00-00 Generated with 0.288Volume to Capacity (v/c): BLevel Of Service: 11.8Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 2: Great Plains Boulevard & W 79th Street Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 15.0030.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.0050.00100.0090.00Pocket Length [ft] 000000000101No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Intersection Setup 0000Pedestrian Volume [ped/h] 50618215001052412933346272Total Analysis Volume [veh/h] 132554002660788768Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.93230.9323Peak Hour Factor 4761720000982252731323254Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-130-2-20000-13Existing Site Adjustment Volume [veh/h] 00023000000023Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 00024003000023Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.061.001.001.061.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4761716600972122731305221Base Volume Input [veh/h] Parking Lot AccessW 79th StGreat Plains BlvdGreat Plains BlvdName Volumes Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H133 Spack Consulting Version 5.00-00 Generated with BIntersection LOS 4.41d_I, Intersection Delay [s/veh] BBAAApproach LOS 10.5611.770.633.69d_A, Approach Delay [s/veh] 5.780.000.0029.840.000.000.007.0614.110.000.0021.5295th-Percentile Queue Length [ft] 0.230.000.001.190.000.000.000.280.560.000.000.8695th-Percentile Queue Length [veh] BBAAAAAAMovement LOS 10.560.000.0011.770.000.000.000.008.130.000.008.82d_M, Delay for Movement [s/veh] 0.070.000.000.290.000.000.000.000.020.000.000.22V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] Flared Lane StopStopFreeFreePriority Scheme Intersection Settings Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H134 Spack Consulting Version 5.00-00 Generated with 0.082Volume to Capacity (v/c): CLevel Of Service: 16.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 3: W 79th St & Eastern Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Gas Station AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 133263722562711321129Total Analysis Volume [veh/h] 38291641203507Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.94360.9436Peak Hour Factor 123083522422711220127Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-1500-150000-13013Existing Site Adjustment Volume [veh/h] 02300230000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 02600240000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 122743522102711233114Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Gas Station AccessName Volumes Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H135 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 1.85d_I, Intersection Delay [s/veh] AABBApproach LOS 0.770.0614.0713.84d_A, Approach Delay [s/veh] 29.9929.9929.9920.1720.1720.173.963.963.969.329.329.3295th-Percentile Queue Length [ft] 1.201.201.200.810.810.810.160.160.160.370.370.3795th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.840.000.007.9610.5315.3215.8810.5915.9216.12d_M, Delay for Movement [s/veh] 0.000.000.030.000.000.000.010.000.040.030.000.08V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H136 Spack Consulting Version 5.00-00 Generated with 0.148Volume to Capacity (v/c): CLevel Of Service: 16.7Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 4: W 79th St & Western Gas Station Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotWe GaName Intersection Setup 0000Pedestrian Volume [ped/h] 103034632233221528154Total Analysis Volume [veh/h] 2761285811017013Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.92880.9288Peak Hour Factor 92814330216221526150Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 0-200-150000-20020Existing Site Adjustment Volume [veh/h] 02300230000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 02600240000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 92344330184221546130Base Volume Input [veh/h] W 79th StW 79th StParking LotWe GaName Volumes Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H137 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 2.41d_I, Intersection Delay [s/veh] AABBApproach LOS 1.010.0614.1614.91d_A, Approach Delay [s/veh] 28.3728.3728.3720.2920.2920.291.521.521.5216.9116.9116.9195th-Percentile Queue Length [ft] 1.131.131.130.810.810.810.060.060.060.680.680.6895th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.870.000.007.8910.1015.1415.5911.4016.6516.70d_M, Delay for Movement [s/veh] 0.000.000.040.000.000.000.000.000.010.040.000.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H138 Spack Consulting Version 5.00-00 Generated with 0.129Volume to Capacity (v/c): CLevel Of Service: 17.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 5: W 79th St & Eastern Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration WestboundEastboundSouthboundNorthboundApproach W 79th StW 79th StParking LotEastern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 1298652018614160755245Total Analysis Volume [veh/h] 07416546440214111Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.91000.9100Peak Hour Factor 1271591816913150650241Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 01800-150000-26026Existing Site Adjustment Volume [veh/h] 02300230000000Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 02600240000000Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 1204591813713150676215Base Volume Input [veh/h] W 79th StW 79th StParking LotEastern Site AccessName Volumes Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H139 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 3.25d_I, Intersection Delay [s/veh] AABBApproach LOS 1.390.5012.1013.80d_A, Approach Delay [s/veh] 27.0327.0327.0315.7615.7615.763.393.393.3918.4518.4518.4595th-Percentile Queue Length [ft] 1.081.081.080.630.630.630.140.140.140.740.740.7495th-Percentile Queue Length [veh] AAAAAABCCBCCMovement LOS 0.000.007.770.000.007.8810.1715.4316.5111.0116.7517.08d_M, Delay for Movement [s/veh] 0.000.000.050.000.000.010.020.000.020.070.010.13V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H140 Spack Consulting Version 5.00-00 Generated with 0.002Volume to Capacity (v/c): CLevel Of Service: 15.1Delay (sec / veh): 15 minutesAnalysis Period: HCM 6th EditionAnalysis Method: Two-way stopControl Type: Intersection 6: W 79th St & Western Site Access Intersection Level Of Service Report YesYesYesYesCrosswalk 0.000.000.000.00Grade [%] 30.0030.0015.0015.00Speed [mph] 100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.0012.00Lane Width [ft] RightThruLeftRightThruLeftRightThruLeftRightThruLeftTurning Movement Lane Configuration SoutheastboundNortheastboundWestboundNorthboundApproach Parking LotW 79th StW 79th StWestern Site AccessName Intersection Setup 0000Pedestrian Volume [ped/h] 41197913562224210250166Total Analysis Volume [veh/h] 105203416612613017Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.89170.8917Peak Hour Factor 4117701205202169145159Total Hourly Volume [veh/h] 000000000000Other Volume [veh/h] 000-400059-15-330-14Existing Site Adjustment Volume [veh/h] 0002200002323023Pass-by Trips [veh/h] 000000000000Diverted Trips [veh/h] 0001000002624013Site-Generated Trips [veh/h] 000000000000In-Process Volume [veh/h] 1.001.001.001.001.001.001.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.002.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 4117421205201575731137Base Volume Input [veh/h] Parking LotW 79th StW 79th StWestern Site AccessName Volumes Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H141 Spack Consulting Version 5.00-00 Generated with CIntersection LOS 9.65d_I, Intersection Delay [s/veh] AABBApproach LOS 6.350.0014.5113.27d_A, Approach Delay [s/veh] 1.311.311.310.000.000.0069.1769.1769.1719.8919.8919.8995th-Percentile Queue Length [ft] 0.050.050.050.000.000.002.772.772.770.800.800.8095th-Percentile Queue Length [veh] AAAAAABBBBCBMovement LOS 0.007.717.620.000.000.0013.4814.4914.7811.0715.1414.91d_M, Delay for Movement [s/veh] 0.000.000.010.000.000.000.020.330.150.060.000.15V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 0000Number of Storage Spaces in Median NoNoTwo-Stage Gap Acceptance 0000Storage Area [veh] NoNoFlared Lane FreeFreeStopStopPriority Scheme Intersection Settings Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H142 Spack Consulting Version 5.00-00 Generated with Lane Configuration and Traffic Control Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H143 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Base Volume Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H144 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Net New Site Trips Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H145 Spack Consulting Version 5.00-00 Generated with Traffic Volume - Future Total Volume Scenario 8: 8 Mitigated Build PM 2019 Appendix H: Capacity Analysis Backups Traffic Impact Study Chanhasse Panera Development Site H146 Spack Consulting