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Boulder Cove Traffic Impact Memo 04-23-2014
PO Box 16269 St. Louis Park, MN 55416 888‐232‐5512 www.SpackConsulting.com Technical Memorandum To: Paul Tabone, Lennar From: Mike Spack, P.E., P.T.O.E. Date: April 23, 2014 Re: Traffic Impact Study for Boulder Cove in Chanhassen, MN Purpose of Report and Study Objectives Lennar is proposing to build 31 single family homes north of Highway 7 and east of Church Road in Chanhassen, MN. The homes will be built along a new cul‐de‐sac street named Strawberry Court. Construction of Strawberry Court will convert the 62nd Street/Strawberry Lane curve into a tee intersection with the east/west 62nd Street teeing into the north/south Strawberry Court/Strawberry Lane road. The purpose of this study is to determine what stop sign configuration should be placed at this new intersection. Conclusions and Recommendations The proposed 62nd Street/Strawberry Lane/Strawberry Court intersection will have low traffic volumes after Boulder Cove is built. Assuming the tee intersection is built with clear sight lines, no criteria are met for installing stop signs at the intersection. Therefore, it is recommended the proposed tee intersection be operated as an uncontrolled intersection. Existing Traffic Volumes Turning movement count data was extracted from a Tuesday, April 15, 2014 recording of the study intersection. The attached turning movement count data from midnight to midnight is shown in fifteen minute intervals. Site Traffic Forecasting A trip generation analysis was performed for the site based on the methods and rates published in the ITE Trip Generation Manual, 9th Edition. The resultant trip generation is shown in Table 1. Table 1 – Vehicles Generated by Boulder Cove ITE Land Use Code Description Daily Trips A.M. Peak Hour P.M. Peak Hour In Out In Out In Out 210 Single Family Homes (31 Dwelling Units) 148 148 6 17 20 11 Spack Consulting 2 of 4 Boulder Cove Traffic Study Based on the existing turning movement counts as well as taking into account site access and access to the regional transportation system, the expected distribution pattern for traffic at the site is: 50% to/from the west on 62nd Street 50% to/from the north on Strawberry Lane The peak hour traffic generated by the development was assigned to the area roadways per the distribution pattern and then added to the study intersection.Given the built out nature of the land surrounding the study intersection, it is assumed the background traffic will remain constant after the development is built. To develop the post redevelopment traffic volumes at the study intersection, the traffic generated by the redevelopment was added to the existing traffic at the intersection to develop the post redevelopment traffic scenario.The peak hour turning movement volumes at the study intersection are shown in Tables 2 and 3. Table 2 –A.M. Peak Hour Traffic Volumes Eastbound 62nd Street Southbound Strawberry Lane Northbound Strawberry Court Left Right Through Right Left Through Existing 54 n-a n-a 45 n-a n-a Volume Due to Development 0 3 3 0 9 9 Volume After Development 54 3 3 45 9 9 Table 3 –P.M. Peak Hour Traffic Volumes Eastbound 62nd Street Southbound Strawberry Lane Northbound Strawberry Court Left Right Through Right Left Through Existing 28 n-a n-a 33 n-a n-a Volume Due to Development 0 10 10 0 6 6 Volume After Development 28 10 10 33 6 6 To develop the hourly approach volumes for the all way stop signal warrant analysis, the daily volumes generated to the site were distributed to 62nd Street and Strawberry Lane per the distribution pattern combined with the existing hourly traffic usage at the intersection. The resultant approach volumes are shown in Table 4. Spack Consulting 3 of 4 Boulder Cove Traffic Study Table 4 –Combined Approach Volumes on 62nd Street and Strawberry Lane/Court Start Time Existing Added from Boulder Cove Total Volume After Development Strawberry Ln from North 62nd St from West Strawberry Ct/Ln Approaches 62nd St from West Strawberry Ct/Ln Approaches 62nd St Approach 12:00 AM 1 0 0 0 1 0 01:00 AM 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 03:00 AM 1 1 1 0 2 1 04:00 AM 0 1 0 0 0 1 05:00 AM 2 1 1 0 3 1 06:00 AM 5 17 9 3 14 20 07:00 AM 17 28 19 6 36 34 08:00 AM 44 50 39 13 83 63 09:00 AM 6 6 5 2 11 8 10:00 AM 10 11 9 3 19 14 11:00 AM 15 12 11 4 26 16 12:00 PM 11 14 10 3 21 17 01:00 PM 14 5 8 3 22 8 02:00 PM 21 13 14 5 35 18 03:00 PM 37 17 22 7 59 24 04:00 PM 30 24 22 7 52 31 05:00 PM 19 22 17 6 36 28 06:00 PM 17 16 14 5 31 21 07:00 PM 15 13 12 4 27 17 08:00 PM 1 7 3 1 4 8 09:00 PM 1 3 2 1 3 4 10:00 PM 3 4 3 1 6 5 11:00 PM 1 0 0 0 1 0 Forecasted Level of Service Capacity Analyses An intersection capacity analysis was conducted for the study intersection per the Highway Capacity Manual. Intersections are assigned a “Level of Service” letter grade for the peak hour of traffic based on the number of lanes at the intersection, traffic vo lumes, and traffic control. Level of Service A (LOS A) represents light traffic flow (free flow conditions) while Level of Service F (LOS F) represents heavy traffic flow (over capacity conditions). LOS D at intersections is typically considered acceptab le in the Twin Cities region. Individual movements are also assigned LOS grades. One or more individual movements typically operate at LOS F when the overall intersection is operating acceptably at LOS D. The forecast turning movement volumes shown in Tables 2 and 3 were used in the LOS calculations. The LOS calculations were done in accordance with the 2010 Highway Capacity Manual using VISTROTM software.Note, the Highway Capacity Manual does not provide for two out of three approaches being stop sign controlled at a tee intersection nor no stop signs at an intersection.The complete LOS calculations, which include grades for individual movements, are attached.It was assumed each leg of the intersection has a single lane approaching the intersection. Spack Consulting 4 of 4 Boulder Cove Traffic Study Table 5 –62nd Street/Strawberry Lane/Court Level of Service Post Development A.M. Peak Hour P.M. Peak Hour With 62nd Street Stop Sign Controlled and Strawberry Lane/Court Free Flowing A (a)A (a) All-way Stop Sign Control A (a)A (a) 1The first letter is the Level of Service for the intersection. The second letter (in parentheses) is the Level of Service for the worst operating movement. The results in Table 5 show the intersection will operate with little delay no matter what stop sign configuration is used. Although the Highway Capacity Manual does not calculate delay at uncontrolled intersections, it is believed the volumes are light enough that the intersection would operate with little delay with no stop signs at the intersection. Forecasted Side Street Stop Sign Warrant Analysis Based on Section 2B.4 of the Minnesota Manual on Uniform Traffic Control Devices, side street stop sign control should be considered at the proposed intersection of two local streets when either of the following conditions is anticipated: The combined vehicular, bicycle and pedestrian volume entering the intersection from all approaches is more than 2,000 units per day. The ability to see conflicting traffic on an approach is not sufficient to allow a road us er to stop or yield in compliance with the normal right-of-way rule if such stopping or yielding is necessary. The forecasts from Table 4 show the intersection will have less than 900 vehicles approaching it per day after Boulder Cove is built. Since the third leg is not built yet and the terrain is relatively flat, it is assumed the intersection can be built with clear sight lines.Therefore, neither criteria is expected to be met for justifying stop sign control at the intersection. Forecasted All Way Stop Sign Warrant Analysis A multi-way stop sign warrant analysis was completed for the 62nd Street/Strawberry Lane intersection per the Minnesota Manual on Uniform Traffic Control Devices with city supplied crash data and the approach volume forecasts in Table 2. The results of the analyses are: Criteria A –Interim measure until traffic signal is installed:The forecast traffic volumes will not meet the criteria for installing a traffic signal, therefore this criteria is not met. Criteria B –Five or more reported crashes in a 12 month period that could be corrected by all way stop sign installation: Crash records are not reviewed because it is not an existing intersection. Criteria C –300 vehicles per hour on the major street approaches and 200 vehicles per hour on the minor street approaches for each of at least eight hours per day plus minor street delay of at least 30 seconds per vehicle in the peak hour: Based on the forecasts in Table 4, the criteria is not close to being met. Criteria D –80% of Criteria B and C are met: This criteria is not close to being met. Attachments A.Traffic Count Data B.Capacity Analysis Backup File Name : strawberry ln & 62nd st - 4-15-14 - 6am-7pm Site Code : 1 Start Date : 4/17/2014 Page No : 1 62nd St & Strawberry Ln Chanhassen, MN Groups Printed- Cars + - Trucks Strawberry Ln From North 62nd St From East Strawberry Ln From South 62nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left 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 12:15 AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Total 0 1 0 0 1 0 0 0 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 01:15 AM 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 01:45 AM 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 02:00 AM 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 02:30 AM 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 Total 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 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 03:45 AM 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 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 04:00 AM 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 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM 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 1 0 1 1 05:00 AM 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 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Traffic Data Inc www.TrafficDataInc.com 888.233.1012 File Name : strawberry ln & 62nd st - 4-15-14 - 6am-7pm Site Code : 1 Start Date : 4/17/2014 Page No : 2 Groups Printed- Cars + - Trucks Strawberry Ln From North 62nd St From East Strawberry Ln From South 62nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 06:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 1 3 5 06:45 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 12 0 12 15 Total 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 17 1 18 23 07:00 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 10 07:15 AM 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 11 07:30 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 12 0 12 16 07:45 AM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 11 Total 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 29 0 29 48 08:00 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 8 08:15 AM 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 24 0 24 36 08:30 AM 0 24 0 0 24 0 0 0 0 0 0 0 0 0 0 0 0 15 0 15 39 08:45 AM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 16 Total 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 54 0 54 99 09:00 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 09:15 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 4 09:30 AM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 3 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 Total 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 12 10:00 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5 10:15 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 8 10:30 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5 10:45 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 3 Total 0 10 0 0 10 0 0 0 0 0 0 0 0 0 0 0 0 11 0 11 21 11:00 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 10 11:15 AM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 8 11:30 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6 11:45 AM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5 Total 0 17 0 0 17 0 0 0 0 0 0 0 0 0 0 0 0 12 0 12 29 12:00 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 8 12:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 7 12:30 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 Traffic Data Inc www.TrafficDataInc.com 888.233.1012 File Name : strawberry ln & 62nd st - 4-15-14 - 6am-7pm Site Code : 1 Start Date : 4/17/2014 Page No : 3 Groups Printed- Cars + - Trucks Strawberry Ln From North 62nd St From East Strawberry Ln From South 62nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 12:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 5 Total 0 11 0 0 11 0 0 0 0 0 0 0 0 0 0 0 0 15 0 15 26 01:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 5 01:15 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 01:30 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6 01:45 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6 Total 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 20 02:00 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 6 02:15 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 7 02:30 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 1 5 0 6 12 02:45 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 10 Total 0 22 0 0 22 0 0 0 0 0 0 0 0 0 0 0 1 12 0 13 35 03:00 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 11 03:15 PM 0 14 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 18 03:30 PM 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 15 03:45 PM 0 5 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 10 Total 0 37 0 0 37 0 0 0 0 0 0 0 0 0 0 0 0 17 0 17 54 04:00 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 8 04:15 PM 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 17 04:30 PM 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 14 04:45 PM 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 16 Total 0 31 0 0 31 0 0 0 0 0 0 0 0 0 0 0 0 24 0 24 55 05:00 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 14 05:15 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 6 05:30 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 11 05:45 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 6 0 6 10 Total 0 19 0 0 19 0 0 0 0 0 0 0 0 0 0 0 0 22 0 22 41 06:00 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 7 06:15 PM 0 2 0 0 2 0 0 0 4 4 0 0 0 0 0 0 0 3 0 3 9 06:30 PM 0 7 0 0 7 0 0 0 1 1 0 0 0 0 0 0 0 7 0 7 15 06:45 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 1 2 0 3 9 Total 0 18 0 0 18 0 0 0 5 5 0 0 0 0 0 0 1 16 0 17 40 Traffic Data Inc www.TrafficDataInc.com 888.233.1012 File Name : strawberry ln & 62nd st - 4-15-14 - 6am-7pm Site Code : 1 Start Date : 4/17/2014 Page No : 4 Groups Printed- Cars + - Trucks Strawberry Ln From North 62nd St From East Strawberry Ln From South 62nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 PM 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 7 07:15 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 10 07:30 PM 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 7 07:45 PM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 4 Total 0 15 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 13 0 13 28 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 3 08:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 08:45 PM 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 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 8 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 09:15 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 1 09:45 PM 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 1 0 0 0 0 0 0 0 0 0 0 0 0 3 0 3 4 10:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 2 2 10:30 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10:45 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 Total 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 4 7 11:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 11:15 PM 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 11:45 PM 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 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 Grand Total 0 279 0 0 279 0 0 0 5 5 0 0 0 0 0 0 2 271 1 274 558 Apprch %0 100 0 0 0 0 0 100 0 0 0 0 0 0.7 98.9 0.4 Total %0 50 0 0 50 0 0 0 0.9 0.9 0 0 0 0 0 0 0.4 48.6 0.2 49.1 Cars +0 271 0 0 271 0 0 0 2 2 0 0 0 0 0 0 2 263 1 266 539 % Cars +0 97.1 0 0 97.1 0 0 0 40 40 0 0 0 0 0 0 100 97 100 97.1 96.6 Trucks 0 8 0 0 8 0 0 0 3 3 0 0 0 0 0 0 0 8 0 8 19 % Trucks 0 2.9 0 0 2.9 0 0 0 60 60 0 0 0 0 0 0 0 3 0 2.9 3.4 Traffic Data Inc www.TrafficDataInc.com 888.233.1012 File Name : strawberry ln & 62nd st - 4-15-14 - 6am-7pm Site Code : 1 Start Date : 4/17/2014 Page No : 5 Strawberry Ln From North 62nd St From East Strawberry Ln From South 62nd St From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 12:00 AM to 11:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 8 08:15 AM 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 24 0 24 36 08:30 AM 0 24 0 0 24 0 0 0 0 0 0 0 0 0 0 0 0 15 0 15 39 08:45 AM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 10 0 10 16 Total Volume 0 45 0 0 45 0 0 0 0 0 0 0 0 0 0 0 0 54 0 54 99 % App. Total 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 0 PHF .000 .469 .000 .000 .469 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .563 .000 .563 .635 Peak Hour Analysis From 12:00 PM to 11:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 0 12 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 5 0 5 17 04:30 PM 0 7 0 0 7 0 0 0 0 0 0 0 0 0 0 0 0 7 0 7 14 04:45 PM 0 8 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 16 05:00 PM 0 6 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 8 0 8 14 Total Volume 0 33 0 0 33 0 0 0 0 0 0 0 0 0 0 0 0 28 0 28 61 % App. Total 0 100 0 0 0 0 0 0 0 0 0 0 0 0 100 0 PHF .000 .688 .000 .000 .688 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .875 .000 .875 .897 Traffic Data Inc www.TrafficDataInc.com 888.233.1012 Version 2.00-08 Generated with Intersection Analysis Summary 4/21/2014Report File: C:\...\AM - Strawberry Free.pdf Scenario 1: AM Strawberry FreeVistro File: C:\...\Boulder Cove.vistropdb Boulder Cove 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. A9.40.092EBLHCM2010Two-way stop62nd St & Strawberry Ln/Ct1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 1: 1: AM Strawberry Free Boulder Cove Version 2.00-08 Generated with 0.092Volume to Capacity (v/c): ALevel Of Service: 9.4Delay (sec / veh): 15 minutesAnalysis Period: HCM2010Analysis Method: Two-way stopControl Type: #1: 62nd St & Strawberry Ln/Ct Intersection Level Of Service Report yesyesyesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach 62nd StStrawberry LnStrawberry CtName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 5847051414Total Analysis Volume [veh/h] 12118144Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.64000.64000.64000.64000.64000.6400Peak Hour Factor 35445399Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 300399Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 05445000Base Volume Input [veh/h] 62nd StStrawberry LnStrawberry CtName Volumes Scenario 1: 1: AM Strawberry Free Boulder Cove Version 2.00-08 Generated with AIntersection LOS 4.87d_I, Intersection Delay [s/veh] AAAApproach LOS 9.340.003.69d_A, Approach Delay [s/veh] 8.038.030.000.001.401.4095th-Percentile Queue Length [ft] 0.320.320.000.000.060.0695th-Percentile Queue Length [veh] AAAAAAMovement LOS 8.919.370.000.000.007.38d_M, Delay for Movement [s/veh] 0.000.090.000.000.000.01V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median noTwo-Stage Gap Acceptance 000Storage Area [veh] noFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 1: 1: AM Strawberry Free Boulder Cove Version 2.00-08 Generated with Lane Configuration and Traffic Control Scenario 1: 1: AM Strawberry Free Boulder Cove Version 2.00-08 Generated with Traffic Volume - Net New Site Trips Scenario 1: 1: AM Strawberry Free Boulder Cove Version 2.00-08 Generated with Traffic Volume - Future Total Volume Scenario 1: 1: AM Strawberry Free Boulder Cove Version 2.00-08 Generated with Intersection Analysis Summary 4/21/2014Report File: C:\...\PM - Strawberry Free.pdf Scenario 2: PM Strawberry FreeVistro File: C:\...\Boulder Cove.vistropdb Boulder Cove 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. A8.90.032EBLHCM2010Two-way stop62nd St & Strawberry Ln/Ct1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 2: 2: PM Strawberry Free Boulder Cove Version 2.00-08 Generated with 0.032Volume to Capacity (v/c): ALevel Of Service: 8.9Delay (sec / veh): 15 minutesAnalysis Period: HCM2010Analysis Method: Two-way stopControl Type: #1: 62nd St & Strawberry Ln/Ct Intersection Level Of Service Report yesyesyesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach 62nd StStrawberry LnStrawberry CtName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 1131371177Total Analysis Volume [veh/h] 389322Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.90000.90000.90000.90000.90000.9000Peak Hour Factor 1028331066Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 10001066Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 02833000Base Volume Input [veh/h] 62nd StStrawberry LnStrawberry CtName Volumes Scenario 2: 2: PM Strawberry Free Boulder Cove Version 2.00-08 Generated with AIntersection LOS 4.07d_I, Intersection Delay [s/veh] AAAApproach LOS 8.850.003.66d_A, Approach Delay [s/veh] 3.373.370.000.000.680.6895th-Percentile Queue Length [ft] 0.130.130.000.000.030.0395th-Percentile Queue Length [veh] AAAAAAMovement LOS 8.618.940.000.000.007.32d_M, Delay for Movement [s/veh] 0.010.030.000.000.000.00V/C, Movement V/C Ratio Movement, Approach, & Intersection Results 000Number of Storage Spaces in Median noTwo-Stage Gap Acceptance 000Storage Area [veh] noFlared Lane StopFreeFreePriority Scheme Intersection Settings Scenario 2: 2: PM Strawberry Free Boulder Cove Version 2.00-08 Generated with Lane Configuration and Traffic Control Scenario 2: 2: PM Strawberry Free Boulder Cove Version 2.00-08 Generated with Traffic Volume - Net New Site Trips Scenario 2: 2: PM Strawberry Free Boulder Cove Version 2.00-08 Generated with Traffic Volume - Future Total Volume Scenario 2: 2: PM Strawberry Free Boulder Cove Version 2.00-08 Generated with Intersection Analysis Summary 4/21/2014Report File: C:\...\AM - AWSC.pdf Scenario 5: AM AWSCVistro File: C:\...\Boulder Cove.vistropdb Boulder Cove 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. A7.4EBLHCM2010All-way stop62nd St & Strawberry Ln/Ct1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 5: 5: AM AWSC Boulder Cove Version 2.00-08 Generated with ALevel Of Service: 7.4Delay (sec / veh): 15 minutesAnalysis Period: HCM2010Analysis Method: All-way stopControl Type: #1: 62nd St & Strawberry Ln/Ct Intersection Level Of Service Report yesyesyesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach 62nd StStrawberry LnStrawberry CtName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 5847051414Total Analysis Volume [veh/h] 12118144Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.64000.64000.64000.64000.64000.6400Peak Hour Factor 35445399Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 300399Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 05445000Base Volume Input [veh/h] 62nd StStrawberry LnStrawberry CtName Volumes Scenario 5: 5: AM AWSC Boulder Cove Version 2.00-08 Generated with AIntersection LOS 7.40Intersection Delay [s/veh] AAAApproach LOS 7.806.907.46Approach Delay [s/veh] 8.876.082.6095th-Percentile Queue Length [ft] 0.350.240.1095th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Intersection Settings Scenario 5: 5: AM AWSC Boulder Cove Version 2.00-08 Generated with Lane Configuration and Traffic Control Scenario 5: 5: AM AWSC Boulder Cove Version 2.00-08 Generated with Traffic Volume - Net New Site Trips Scenario 5: 5: AM AWSC Boulder Cove Version 2.00-08 Generated with Traffic Volume - Future Total Volume Scenario 5: 5: AM AWSC Boulder Cove Version 2.00-08 Generated with Intersection Analysis Summary 4/21/2014Report File: C:\...\PM - AWSC.pdf Scenario 6: PM AWSCVistro File: C:\...\Boulder Cove.vistropdb Boulder Cove 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. A7.0EBLHCM2010All-way stop62nd St & Strawberry Ln/Ct1 LOSDelay (s/veh)V/CWorst MvmtMethodControl TypeIntersection NameID Scenario 6: 6: PM AWSC Boulder Cove Version 2.00-08 Generated with ALevel Of Service: 7.0Delay (sec / veh): 15 minutesAnalysis Period: HCM2010Analysis Method: All-way stopControl Type: #1: 62nd St & Strawberry Ln/Ct Intersection Level Of Service Report yesyesyesCrosswalk 0.000.000.00Grade [%] 30.0030.0030.00Speed [mph] 100.00100.00100.00100.00100.00100.00Pocket Length [ft] 000000No. of Lanes in Pocket 12.0012.0012.0012.0012.0012.00Lane Width [ft] RightLeftRightThruThruLeftTurning Movement Lane Configuration EastboundSouthboundNorthboundApproach 62nd StStrawberry LnStrawberry CtName Intersection Setup 000Bicycle Volume [bicycles/h] 000Pedestrian Volume [ped/h] 1131371177Total Analysis Volume [veh/h] 389322Total 15-Minute Volume [veh/h] 1.00001.00001.00001.00001.00001.0000Other Adjustment Factor 0.90000.90000.90000.90000.90000.9000Peak Hour Factor 1028331066Total Hourly Volume [veh/h] 000000Other Volume [veh/h] 000000Existing Site Adjustment Volume [veh/h] 000000Pass-by Trips [veh/h] 10001066Diverted Trips [veh/h] 000000Site-Generated Trips [veh/h] 000000In-Process Volume [veh/h] 1.001.001.001.001.001.00Growth Rate 2.002.002.002.002.002.00Heavy Vehicles Percentage [%] 1.00001.00001.00001.00001.00001.0000Base Volume Adjustment Factor 02833000Base Volume Input [veh/h] 62nd StStrawberry LnStrawberry CtName Volumes Scenario 6: 6: PM AWSC Boulder Cove Version 2.00-08 Generated with AIntersection LOS 7.02Intersection Delay [s/veh] AAAApproach LOS 7.256.767.24Approach Delay [s/veh] 3.713.751.2395th-Percentile Queue Length [ft] 0.150.150.0595th-Percentile Queue Length [veh] Movement, Approach, & Intersection Results Intersection Settings Scenario 6: 6: PM AWSC Boulder Cove Version 2.00-08 Generated with Lane Configuration and Traffic Control Scenario 6: 6: PM AWSC Boulder Cove Version 2.00-08 Generated with Traffic Volume - Net New Site Trips Scenario 6: 6: PM AWSC Boulder Cove Version 2.00-08 Generated with Traffic Volume - Future Total Volume Scenario 6: 6: PM AWSC Boulder Cove