PZ - Traffic StudyChinden/Ten Mile Mixed-Use Development August 2017
Executive Summary
1 Kittelson & Associates, Inc.
TRANSPORTATION IMPACT STUDY Pleasant View
Elementary School
MERIDIAN, ID
September 2018
PREPARED FOR
LKV ARCHITECTS
Toby Norskog
2400 E Riverwalk Dr
Boise, Idaho 83706
PREPARED BY
KITTELSON & ASSOCIATES, INC.
101 S Capitol Boulevard, Suite 301
Boise, ID 83702
208.338.2683
Pleasant View Elementary School September 2018
Table of Contents
iii Kittelson & Associates, Inc.
TABLE OF CONTENTS
Executive Summary ................................................................................................................................ 1
Findings ....................................................................................................................................................................................... 1
Recommendations ...................................................................................................................................................................... 4
Introduction ....................................................................................................................................... 7
Project Description ...................................................................................................................................................................... 7
Scope Of The Report .................................................................................................................................................................... 7
Study Area ................................................................................................................................................................................. 10
Intersection Performance Measures ......................................................................................................................................... 11
Traffic Analysis Methodology .................................................................................................................................................... 12
Existing Conditions ............................................................................................................................... 14
Site Conditions and Adjacent Land Uses ................................................................................................................................... 14
Transportation Facilities ............................................................................................................................................................ 14
Year 2018 Existing Traffic Volumes and Peak Hour Operations ................................................................................................ 15
Traffic Safety.............................................................................................................................................................................. 21
Transportation Impact Analysis ........................................................................................................... 23
Year 2020 Background Traffic Conditions ................................................................................................................................. 23
Proposed Development Plan ..................................................................................................................................................... 32
Year 2020 Total Traffic Conditions ............................................................................................................................................ 37
Site Access Spacing and Turn Lane Analysis .............................................................................................................................. 41
Special Considerations for School District Facilities ............................................................................ 45
Conclusions and Recommendations .................................................................................................... 53
Findings ..................................................................................................................................................................................... 53
Recommendations .................................................................................................................................................................... 56
References ..................................................................................................................................... 59
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LIST OF FIGURES
Figure 1. Site Vicinity Map ............................................................................................................................................. 8
Figure 2. Development Site Plan ................................................................................................................................... 9
Figure 3. Existing Lane Configurations and Traffic Control Devices............................................................................. 16
Figure 4. Existing Traffic Volumes and Intersection Operations .................................................................................. 17
Figure 5. In-Process Volumes, Weekday AM & PM School Peak Hour ........................................................................ 28
Figure 6. Year 2020 Background Traffic Conditions, Weekday AM & PM School Peak Hour ...................................... 31
Figure 7. School Site Circulation .................................................................................................................................. 34
Figure 8. Estimated Trip Distribution ........................................................................................................................... 35
Figure 9. Site Generated Trips, Weekday AM and PM School Peak Hours .................................................................. 36
Figure 10. Year 2020 Total Traffic Conditions, Weekday AM and PM School Peak Hours .......................................... 38
LIST OF TABLES
Table 1. Intersection Operational Standards ............................................................................................................... 12
Table 2. Transportation Facilities ................................................................................................................................ 14
Table 3. Year 2018 Existing Traffic Conditions ............................................................................................................. 18
Table 4. Year 2018 Existing Mitigated Traffic Conditions ............................................................................................ 19
Table 5. Roadway Segment Operations for 2018 Existing Traffic Conditions .............................................................. 20
Table 6. Crash Summary (2012-2016) ......................................................................................................................... 21
Table 7. Year 2020 Background Traffic Operations ..................................................................................................... 29
Table 8. 2020 Background Mitigated Traffic Conditions ............................................................................................. 30
Table 9. Roadway Segment Operations for 2020 Background Traffic Conditions ....................................................... 32
Table 10. Elementary School Trip Generation Estimate .............................................................................................. 33
Table 11. Year 2020 Total Traffic Operations .............................................................................................................. 39
Table 12. 2020 Total Mitigated Traffic Conditions ...................................................................................................... 40
Table 13. Roadway Segment Operations for 2020 Total Traffic Conditions ................................................................ 41
Table 14. Site Access Turn Lane Warrant Analysis Results .......................................................................................... 43
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APPENDICES
Appendix A Scope of Work
Appendix B Traffic Counts
Appendix C Signal Timing Worksheets
Appendix D 2018 Existing Conditions Level of Service Worksheets
Appendix E 2018 Mitigated Existing Conditions Level-of-Service Worksheets and Signal Warrant
Appendix F Crash Data
Appendix G In-Process Developments
Appendix H 2020 Background Conditions Level-of-Service Worksheets
Appendix I 2020 Mitigated Background Traffic Conditions Level-of-Service Worksheets
Appendix J 2020 Total Traffic Conditions Level-of-Service Worksheets
Appendix K 2020 Mitigated Total Traffic Conditions Level-of-Service Worksheets
Appendix L Turn Lane Warrant Worksheets
Executive Summary
Pleasant View Elementary School September 2018
Executive Summary
1 Kittelson & Associates, Inc.
EXECUTIVE SUMMARY
The WASD is proposing to build a new elementary school, named Pleasant View Elementary School, that
will be located on Gondola Drive in the Bridgetower West Subdivision on the east side of Black Cat Road
between Chinden Boulevard and McMillan Road in Meridian, Idaho. The elementary school is planned to
accommodate approximately 650 students. Currently, Ponderosa, Hunter, and Willow Creek Elementary
Schools serve the area near the proposed school site. While this analysis considers trips generated by the
school to be new trips to the study roadways, many of the trips will be trips that would normally go to
the existing schools and will be redistributed based on the new attendance boundaries.
Access to the new school will be via the two full-access driveways on Gondola Drive approximately 640
feet and 955 feet east of Black Cat Road, respectively. The western driveway (Site Access A) is proposed
to be aligned with a future residential street, Cedar Grove Drive proposed by the Bridgetower West
subdivision.
The results of this study indicate that the proposed Pleasant View Elementary School can be constructed
while maintaining acceptably traffic operations and safety at the study intersections, assuming the
recommended mitigations measures are in place.
FINDINGS
Year 2018 Existing Conditions
The study evaluated five off site intersections under for two time periods:
o Weekday a.m. peak hour (also the weekday school a.m. peak hour).
o Weekday school p.m. peak hour.
All study intersections currently operate acceptably within the agency standards during the
weekday a.m. and weekday p.m. school peak hours under year 2018 existing conditions
except for the intersection of Black Cat Road/Chinden Boulevard (US 20/26).
o The intersection of Black Cat Road/Chinden Boulevard operates at LOS F and a v/c
ratio over 1.0 in the weekday school p.m. peak hour.
o The intersection meets planning-level signal warrants.
o The in-process development of Chinden & Ten Mile Mixed-Use Development is
designing a signal and intersection improvements for that intersection and
construction is estimated to be completed by 2020. With this mitigation the
intersection operates within the agency standards.
All the roadway segments meet ACHD thresholds under year 2018 existing conditions during
both the weekday a.m. and p.m. school peak hours.
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Executive Summary
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Year 2020 Background Traffic Conditions
Year 2020 background traffic volumes were forecasted using a 2% annual growth rate in
addition to in-process developments.
There are nine in-process developments in the site vicinity that were included in the
background volumes (in addition to the average growth rate described above):
o Linder Village Development
o Foxtail and Ashbury Residential Developments
o Knighthill Commercial Subdivision
o Eagle Island Marketplace
o Chinden & Linder Crossing Subdivision
o Chinden Blvd/Ten Mile Mixed Use Development
o Tree Farm Residential Subdivision
o Fairbourne Subdivision
o Bridgetower West residential lots near the site
All study intersections were found to continue to operate acceptably under year 2020
background traffic conditions, except for the Black Cat Road/Chinden Boulevard
intersection.
o The intersection meets signal warrants, as described in the existing conditions
analysis.
o The in-process development of Chinden & Ten Mile Mixed-Use Development is
designing a signal and intersection improvements for that intersection and
construction is estimated to be completed by 2020. With this mitigation the
intersection operates within the agency standards.
All the roadway segments meet ACHD thresholds under year 2020 background conditions
during both the weekday am. and school p.m. peak hours.
Proposed Development Plan
West Ada School District is proposing to build a new elementary school, Pleasant View
Elementary School, located in Bridgetower West Subdivisions on Gondola Drive on the east
side of Black Cat Road between McMillan Road and Chinden Boulevard.
Access to the proposed development is planned via two full accesses on Gondola Drive, one
of which aligns with a future residential road.
The elementary school is planned to accommodate approximately 650 students for the 2020
school year.
Existing vehicle trips that currently are associated with schools in the area (Ponderosa,
Hunter, and Willow Creek Elementary Schools) will be redistributed based on proposed
revised attendance boundaries.
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The school is estimated to generate approximately 1,200 daily trips. Of the daily trips,
approximately 435 will occur during the weekday school a.m. peak hour and approximately
221 will occur during the weekday school p.m. peak hour.
Year 2020 Total Traffic Conditions
All study intersections and site accesses were found to continue to operate acceptably under
year 2020 total traffic conditions with the exception of the Black Cat Road/Chinden
Boulevard intersection. Similar to 2018 existing and 2020 background conditions, the
planned improvements and signal by the Chinden & Ten Mile Mixed-Use Development will
mitigate that intersection in 2020. Therefore, not additional mitigations were identified.
All the roadway segments meet ACHD thresholds under year 2020 total traffic conditions
during both the weekday a.m. and p.m. school peak hours.
Access & Turn Lane Analysis
ACHD spacing criteria for collectors is met for all site access points.
Turn lane warrants were evaluated and not warranted at any of the site accesses for the
elementary school.
Adequate intersection sight distance can be obtained based on measurements at the
proposed access locations and assuming the access is constructed at the approximate grade
of the edge of the roadway.
Special Considerations for School Facilities
Per Idaho Code 67-6519(3) specific elements for school facilities were reviewed and
summarized as outlined in Section 5 of this report. Key findings include:
o Bus service should be provided within the 1.5-mile walk zone to students in homes
where a continuous sidewalk or pathway connection is not provided to the school.
The following on-site pedestrian elements should be considered:
Site design elements or a railing on the north side of the
secondary parent drop-off area to channelize the pedestrians
to the designated crossing location.
Communication to parents regarding drop-off and pick-up
procedures and enforcement as necessary to ensure parents
are not dropping off children in non-designated areas or
blocking traffic on Gondola Way.
o In order to accommodate future students and pedestrians walking to the school,
the following crossing treatments should be considered:
Pleasant View Elementary School September 2018
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Site Access A: Provision of a north-south crosswalk and consideration for
a rectangular rapid flash beacon (RRFB) for the crossing of Gondola Drive.
The RRFB could also be used by school crossing guards.
San Vito Way/McMillan Road: Consideration for a future Pedestrian
Hybrid Beacon (PHB) to serve future north-south pedestrian crossing form
the neighborhood that is just starting to be developed on the south side
of McMillan Road. Pedestrian counts should be monitored to determine
when and if a PHB is warranted. A PHB would not be needed if a traffic
signal is installed in the future.
Gondola Drive/Black Cat Road: Planning for a future Pedestrian Hybrid
Beacon (PHB) to serve future east-west pedestrian crossing form the
future neighborhood to be developed on the west side of Black Cat Road.
The current volumes on Black Cat Road are not projected to meet MUTCD
guidelines for a PHB at opening of the school. Therefore, need for the PHB
would be driven by future development and could be conditioned on
future residential developments.
Crossing guards should be considered at the intersection of Gondola
Drive/Site Access A to assist the crossing of the uncontrolled east-west
traffic movements at Gondola Way for students using the sidewalk on the
south side of Gondola Way. Future crossing guards could also be
considered at the following off-site intersections depending on future
development, whether bus service is provided, and if PHB’s are installed:
• The San Vito Way/McMillan Road
• The Black Cat Road/Gondola Way intersection
A school zone and flashers should be installed on Gondola Way adjacent
to the school. Additionally, school zone flashers should be reviewed at the
off-site intersections where future pedestrian crossings are added at San
Vito Way/McMillan Road and Black Cat Road/Gondola Way once the walk
zone is extended beyond McMillan Road and Black Cat Road.
RECOMMENDATIONS
Based on the above findings, the following recommendations are made for the proposed Pleasant View
Elementary School:
Black Cat Road / Chinden Boulevard: Coordinate with ACHD and ITD to ensure the
signalization of the intersection is completed as conditioned on the Chinden & Ten Mile
Mixed-Use Development.
Site Access Driveway A:
Pleasant View Elementary School September 2018
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o Construct Site Access Driveway A as proposed with one inbound lane and two
outbound lanes.
o Construct the access at approximately the elevation of the adjacent roadway and
maintain shrubbery, weeds, and landscaping near the intersection to ensure
adequate sight distance.
Site Access B:
o Construct Site Access Driveway B as proposed with one inbound lane and two
outbound lanes.
o Construct the access at approximately the elevation of the adjacent roadway and
maintain shrubbery, weeds, and landscaping near the intersection to ensure
adequate sight distance.
Pedestrian & Bus Accessibility
o Install a railing or other buffer element on the north side of the secondary parent
drop-off area to channelize the pedestrians to the designated crossing location.
o Install a north-south crosswalk and an RRFB beacon at the Site Access A/Gondola
Way intersection (preferably on the east approach) to assist with future pedestrian
crossings to the school.
o Consider use of crossing guards at the Site Access A/Gondola Way intersection
when future residential development occurs. Additional crossing guards at offsite
intersections may also be appropriate in the long-term.
o Install a school zone with flashers on Gondola Way.
o Provide access to buses to students within any area of the walk zone not served by
continuous sidewalk or pathways to the school.
o Monitor the need for a future crosswalk and PHB at the following off-site
intersections once the walk zone is extended across the arterial roadways:
San Vito Way/McMillan Road intersection
Black Cat Road/Gondola Way intersection
o Implement a plan to communicate to parents regarding drop-off and pick-up
procedures and enforcement as necessary to ensure parents are not dropping off
children in non-designated areas or blocking traffic on Gondola Way.
Introduction
Pleasant View Elementary School September 2018
Introduction
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INTRODUCTION
Kittelson & Associates, Inc. (KAI) has conducted a Transportation Impact Study (TIS) per the requirements
of the Ada County Highway District (ACHD) Policy Manual Section 7106 (Reference 1). The TIS examines
the current transportation network and addresses the transportation impacts associated with the
proposed Pleasant View Elementary School development.
PROJECT DESCRIPTION
The West Ada School District is proposing to build a new elementary school, referred to as the Pleasant
View Elementary School, located in the Bridgetower West Subdivision off Black Cat Road between
Chinden Boulevard and McMillan Road in Meridian, Idaho. The site vicinity and location of the proposed
development is shown in Figure 1.
The elementary school is planned to accommodate approximately 650 students and to be open in the fall
of 2020. Currently, Ponderosa, Hunter, and Willow Creek Elementary Schools serve the area near the
proposed school site. As such, existing vehicle trips associated with those schools will be redistributed
based on the proposed revised attendance boundaries. The proposed development site plan for the
elementary school is provided in Figure 2.
Access to the new school will be via the two full-access driveways on Gondola Drive approximately 640
feet and 955 feet east of Black Cat Road, respectively. The western driveway (Site Access A) is proposed
to be aligned with new residential street, Cedar Grove Drive proposed by the Bridgetower West
subdivision.
SCOPE OF THE REPORT
This analysis determines the transportation-related impacts associated with the proposed Pleasant View
Elementary School and was prepared in accordance with ACHD requirements for a transportation impact
study. The scope, methodology, and key assumptions within the TIS were reviewed and agreed upon by
ACHD in July 2018. Appendix A includes the Proposed Scope of Work for the Transportation Impact
Analysis memorandum and emails from ACHD confirming the scope of work.
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Pleasant View Elementary School Transportation Impact Study September 2018
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Pleasant View Elementary School Transportation Impact Study September 2018
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Pleasant View Elementary School September 2018
Introduction
10 Kittelson & Associates, Inc.
This report evaluates the following transportation elements:
Existing roadway and transportation system conditions within the site vicinity for the weekday
a.m. and weekday school p.m. peak hours;
Planned in-process developments and transportation improvements in the site vicinity;
Intersection and segment analysis of the year 2020 background traffic conditions (future
conditions without the elementary school development) during the weekday a.m. and weekday
school p.m. peak hours;
Trip generation, distribution, and trip assignment estimates for the proposed elementary school
development during the weekday a.m. and weekday school p.m. peak hours;
Intersection and segment analysis of the year 2020 total traffic conditions (future conditions with
the elementary school development) during the weekday a.m. and weekday school p.m. peak
hours;
Transportation improvement mitigations at the study intersections;
Analysis of on-site circulation and left-turn/right-turn lane warrants and signal warrants at the
proposed site access; and
Special considerations for school district facilities as required by ACHD and Idaho Code 67-6510(3).
STUDY AREA
The following study intersections and roadways were identified during the scoping of the project and
included in this analysis:
Study Intersections
Chinden Boulevard / Black Cat Road (Two-Way Stop-Controlled with signal planned in 2020)
Black Cat Road / Gondola Drive (Two-Way Stop-Controlled)
Black Cat Road / McMillan Road (All-Way Stop-Controlled)
McMillan Road / San Vito Way (Two-Way Stop-Controlled)
McMillan Road / Ten Mile Road (Signalized)
All Site Accesses (Two-Way Stop-Controlled)
Study Roadway Segments
Black Cat Road
o Chinden Boulevard to McMillan Road
McMillan Road
o Black Cat Road to Ten Mile Road
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Introduction
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INTERSECTION PERFORMANCE MEASURES
Intersection performance measures reported in this study include level of service (LOS), volume-to-
capacity ratio (V/C), and delay.
The performance measures are used to gauge the performance of the transportation system and overall
quality of the travel experience through an intersection or roadway segment as it is perceived by the
traveler:
Level-of-service (LOS) is currently the most commonly used performance measure. LOS uses an
“A” to “F” ranking based on the average control delay experienced by motorists. LOS “A”
conditions have very low vehicles delay times (10 seconds or less), while LOS “F” conditions
have high delay times (over 80 seconds on average per vehicle at the signalized intersection)
that are considered unacceptable to most drivers.
Volume-to-capacity (V/C) compares the volume of traffic to the theoretical capacity of the
facility to accommodate traffic. A V/C ratio of 1.0 indicates an intersection is operating at
capacity. A V/C ratio over 1.0 indicates the intersection’s capacity is exceeded.
The performance measures are based on the peak 15-minutes of the peak hour and, therefore, represent
the worst 15 minutes of the peak hour. Conditions during all other periods of the day are likely better
than those reported.
Overall, intersection performance is calculated for signalized intersections and all-way stop controlled
intersection. Performance measures are only calculated for critical movements at two-way stop-
controlled intersections.
Intersection and Roadway Standards
ACHD operating standards were used to assess the traffic operations of the study intersections. The
analysis was performed in accordance with the methodologies stated in Section 7106.6 of the ACHD
Policy Manual. Intersection and segment LOS are reported per ACHD thresholds.
ACHD requires that signalized intersections operate at a minimum of LOS E for Principal Arterials and
Minor Arterials and LOS D for Collectors. All unsignalized intersections that have a projected LOS D or
worse shall be evaluated to determine if a signal or roundabout is warranted. The acceptable V/C ratio
for signalized intersection is 0.90 for the overall intersection and 1.0 for each lane group. The acceptable
V/C ratio is 1.0 for the critical lane group at unsignalized intersections.
Pleasant View Elementary School September 2018
Introduction
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Table 1 summarizes the operational standards for the study area intersections.
Table 1. Intersection Operational Standards
ID Study Intersection Agency
Traffic
Control1 ACHD Operating Standard2 ITD Operating Standard3
1 Chinden Blvd / Black
Cat Road
ACHD/
ITD TWSC
• LOS D for signal warrant review
• LOS E or better for intersection
• Critical movement V/C Ratio < 1.00
• LOS D or better
• Lane Group V/C Ratio < 0.90
2 Black Cat Road /
Gondola Drive ACHD TWSC
• LOS D for signal warrant review
• LOS E or better for intersection
• Critical movement V/C Ratio < 1.00
• Not Applicable
3 Black Cat Road /
McMillan Road ACHD AWSC
• LOS D for signal warrant review
• LOS E or better for intersection
• Critical movement V/C Ratio < 1.00
• Not Applicable
4 McMillan Road /
San Vito Way ACHD TWSC
• LOS D for signal warrant review
• LOS E or better for intersection
• Critical movement V/C Ratio < 1.00
• Not Applicable
5 McMillan Road /
Ten Mile Road ACHD Traffic
Signal
• LOS E or better for intersection
• Intersection V/C Ratio < 0.90
• Lane Group V/C Ratio < 1.00
• Not Applicable
A/B Site Driveways ACHD TWSC • LOS D or better for intersection
• Lane Group V/C Ratio < 1.00 • Not Applicable
1 TWSC: two-way stop control, AWSC: all-way stop control
2A Policy on Geometric Design of Highways and Streets, 6th Edition (Reference 2)
3ACHD Policy Manual (Reference 1)
TRAFFIC ANALYSIS METHODOLOGY
The intersection operational analysis was performed using the 2010 Highway Capacity Manual (HCM)
analysis procedures (Reference 3). The signalized and stop-controlled intersection operations analyses
conducted for the TIS were prepared using Synchro 10.
ACHD default analysis values were used for the ideal saturation flow rate (1,800 vehicles per hour per
lane), while other inputs were gathered from the field data (including truck percentages, peak hour
factor, posted speeds, storage lengths, and pedestrian volumes).
The roadway segment analysis was performed using the ACHD Street Capacity Guidelines Table in ACHD’s
Development Policy Manual and the 2016 ACHD Capital Improvement Plan (CIP) (Reference 4). The HCM
2000 (Reference 5) was used to report overall intersection V/C ratios for a signalized intersection, since
the HCM 2010 does not report overall intersection V/C ratio. The intersection V/C ratio is required in the
ACHD Development Policy Manual.
Additionally, the guidance in the Manual on Uniform Traffic Control Devices (MUTCD), 2009 Edition
(Reference 6) was used for signal warrant analyses when determining the appropriate mitigation for an
impacted study intersection.
Existing Conditions
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Existing Conditions
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EXISTING CONDITIONS
The existing conditions analysis identifies the current site conditions and operational and geometric
characteristics of the roadways within the study area. KAI staff visited and inventoried the proposed
development site and study area in August 2018. At that time, KAI collected information regarding site
conditions, adjacent land uses, and transportation facilities in the study area. In addition, existing traffic
counts were collected at the study intersections in May 2018 and August 2018.
SITE CONDITIONS AND ADJACENT LAND USES
The proposed site is located within the City of Meridian city limits. The land uses in the site vicinity
primarily residential and farmland. The site is currently zoned as medium density residential with a
planned school according to the City of Meridian Zoning Map (Reference 7).
TRANSPORTATION FACILITIES
Roadway Facilities
Existing transportation facilities in the site vicinity are summarized in Table 2.
Table 2. Transportation Facilities
Roadway
Functional Classification1
(ACHD / COMPASS)
Number of
Lanes
Posted
Speed (mph2) Sidewalks
Bicycle
Lanes
On-Street
Parking
Black Cat Road Minor Arterial / Residential Arterial 2 50 Partial3 No No
McMillan Road Minor Arterial / Residential Arterial 2 40-504 Partial3 Partial5 No
Gondola Drive Collector / Residential Collector 2 25 Yes No No
San Vito Way Collector / Residential Collector 2 25 Yes No No
1COMPASS 2040 Ada County Functional Classification Map (Reference 8), Ada County Master Street Map (Reference 9)
2MPH=Miles Per Hour
3Sidewalks in front of developed parcels
440mph between Vicenza Way and Ten Mile Road, 50mph west of Vicenza Way
5Bike lanes start at San Vito Way and head east
Pedestrian, Bicycle, and Transit Facilities
Field observations within the site vicinity revealed low levels of pedestrian and bicycle activity along the
study area roadways during most hours of the day. Along Gondola Drive there is a multi-use path on the
north side of the street adjacent to the school site and a sidewalk on the south side of the street. San Vito
Way has sidewalks on both sides of the roadway. There are also partial sidewalks along Black Cat Road
and McMillan Road near the developed areas, and bicycle lanes are provided along the southside of
McMillan Road from San Vito Way heading east.
Local transit service is not currently provided in the study area.
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Existing Conditions
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YEAR 2018 EXISTING TRAFFIC VOLUMES AND PEAK HOUR OPERATIONS
Intersection turning movement counts were obtained at the following intersections to assess the existing
operational performance:
Chinden Boulevard / Black Cat Road (Two-Way Stop-Controlled)
Black Cat Road / Gondola Drive (Two-Way Stop-Controlled)
Black Cat Road / McMillan Road (All-Way Stop-Controlled)
McMillan Road / San Vito Way (Two-Way Stop-Controlled)
McMillan Road / Ten Mile Road (Signal-Controlled)
It was originally planned to obtain all the counts in May 2018 prior to school releasing for the summer.
However, three of the cameras failed in the last week of school and those counts weren’t able to be
obtained. Therefore, those intersections were recounted in August 2018 and the 24-hour tube counts
and other intersection counts from the May were utilized to compare the summer peak volumes to the
May data. There was minimal difference between the counts in May and August. However, to be
conservative the August counts were balanced to the slightly higher counts in May for traffic movements
that required balancing.
To encompass the school peak times, counts were conducted on a typical mid-week day during the
morning peak period (7:30 – 9:30 AM) and afternoon school peak period (2:45 – 4:45 PM). The morning
and peak hours at the study intersections varied between 7:30-8:30 a.m. to 8:15-9:15 am. Due to the
distance between the intersections and that classes at the school are anticipated to start at 8:45 a.m.
with parents and teachers arriving from 7:45 to 8:45, individual peak hours were used at each of the
study intersections to ensure an accurate analysis of peak conditions. The afternoon school p.m. peak
hour was found to be approximately 3:45 to 4:45 PM at all the intersections, which coincides with the
typical afternoon release time of 3:55. The existing turning movement traffic counts are provided in
Appendix B. The latest signal timing information was obtained from ACHD. Signal timing worksheets can
be found in Appendix C.
Intersection Levels of Service
An existing conditions operational analysis was performed at the study intersections for the two study
time periods. Figure 3 illustrates the existing lane configurations and traffic control devices at the study
intersections. Figure 4 summarizes the existing traffic volumes for the weekday a.m. and weekday school
p.m. peak hours. Table 3 summarizes the existing traffic conditions level-of-service analysis results for
the study intersections during both peak periods. The existing conditions Synchro worksheets are
provided in Appendix D.
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Pleasant View Elementary School September 2018
Existing Conditions
18 Kittelson & Associates, Inc.
Table 3. Year 2018 Existing Traffic Conditions
Intersection Intersection AM/PM Lane Group Weekday AM Peak Hour School PM Peak Hour
V/C LOS Delay V/C LOS Delay V/C LOS Delay
Black Cat Road / Chinden Blvd - - -
NBLTR 0.50 E 37.0 >1.00 F >80.0
EBL 0.01 A 8.5 0.01 B 12
WBL 0.05 B 10.2 0.11 A 9.5
SBLTR 0.07 C 24.5 0.26 F 68.9
Black Cat Road / Gondola Drive - - -
WBL 0.02 B 10.1 0.01 B 11.1
WBR 0.01 A 8.9 0.02 A 9.0
SBL 0.01 A 7.5 0.01 A 7.8
Black Cat Road / McMillan Rd - B/
B
10.2/
11.3
NBLTR 0.33 B 10.5 0.30 B 10.4
EBLTR 0.26 B 10.2 0.17 A 9.6
WBLTR 0.23 A 10.0 0.48 B 12.9
SBLTR 0.29 B 10.2 0.28 B 10.5
McMillan Road / San Vito Way - - -
NBLT 0.02 B 11.4 0.01 B 13.7
NBR 0.01 A 9.3 0.01 A 9.3
EBL 0.01 A 7.5 0.01 A 8.0
WBL 0.01 A 7.6 0.01 A 7.6
SBLT 0.09 B 11.8 0.12 B 14.7
SBR 0.02 A 9.0 0.01 B 10.3
McMillan Road / Ten Mile Road 0.36/
0.58
B/
B
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17.6
EBL 0.09 B 13.7 0.11 B 16.9
EBT 0.34 B 16.8 0.41 C 20.5
EBR 0.14 B 15.6 0.13 C 18.7
WBL 0.23 B 13.0 0.35 B 15.7
WBT 0.28 B 15.0 0.64 C 20.6
WBR 0.06 B 13.8 0.14 B 16.3
NBL 0.20 B 12.9 0.46 B 13.5
NBT 0.43 B 16.1 0.68 B 18.7
NBR 0.23 B 15.3 0.35 B 16.6
SBL 0.18 B 12.8 0.40 B 13.7
SBT 0.57 B 17.4 0.50 B 17.7
SBR 0.05 B 14.5 0.06 B 15.1
As shown in Table 3, all study intersections currently operate acceptably within the agency standards
during the weekday a.m. and school p.m. peak hours except for the intersection of Black Cat
Road/Chinden Boulevard.
Pleasant View Elementary School September 2018
Existing Conditions
19 Kittelson & Associates, Inc.
Black Cat Road/Chinden Boulevard
In the weekday school p.m. peak hour, the critical northbound movement operates at LOS F with a v/c
ratio greater than 1.00 and does not meet the minimum ACHD threshold operating standard. ACHD
requires an evaluation of whether a traffic signal is warranted based on the overall intersection operating
at LOS D or worse, however the development of Chinden & Ten Mile Mixed-Use Development is currently
in the process of widening and signalizing the intersection, which should be constructed by the year 2020.
Therefore, no recommendation is proposed at the intersection under existing conditions. Table 4 shows
the operations under existing conditions with the proposed buildout of Black Cat Road/Chinden
Boulevard signal through the Chinden & Ten Mile Mixed Use Development.
Table 4. Year 2018 Existing Mitigated Traffic Conditions
Intersection
Intersection AM/PM
Lane
Group
Weekday AM Peak Hour School PM Peak Hour
V/C LOS
Delay
(sec) V/C LOS
Delay
(sec) V/C LOS
Delay
(sec)
Black Cat Road /
Chinden Blvd (With
Traffic Signal)
0.30/
0.38
B/
B
10.0/
12.9
EBL 0.02 A 3.3 0.01 A 8.4
EBT 0.33 A 5.2 0.30 B 10.1
EBR 0.10 A 4.1 0.06 A 8.2
WBL 0.07 A 3.4 0.18 A 6.9
WBT 0.17 A 3.8 0.44 A 9.8
WBR 0.01 A 3.2 0.00 A 6.4
NBL 0.34 E 70.6 0.50 E 70.6
NBT 0.05 E 61.1 0.01 D 49.4
NBR 0.79 E 76.7 0.20 D 52.8
SBL 0.23 E 78.1 0.25 E 72.9
SBT 0.02 E 63.2 0.00 D 51.9
SBR 0.13 E 64.2 0.05 D 52.6
As shown in Table 4, the intersection of Black Cat Road/Chinden Boulevard operates acceptably with the
proposed signal. Appendix E contains the mitigated Synchro outputs
While a traffic signal is already required to be installed by ACHD and ITD at this location as part of the
Chinden & Ten Mile Mixed-Use Development, ACHD policy requires that a signal warrant analysis be
conducted for any unsignalized intersection that operates at LOS D or worse. Therefore, a planning-level
signal warrant was conducted. The analysis identified that intersection meets 8-hour, 4-hour, and peak
hour and a traffic signal is warrants. Therefore, a signal is an appropriate mitigation. Appendix E contains
the signal warrant.
Pleasant View Elementary School September 2018
Existing Conditions
20 Kittelson & Associates, Inc.
Roadway Segment Analysis
Roadway segment volumes were based on the traffic count data collected at the study intersections.
Additionally, daily traffic volumes for the roadway segments were obtained from ACHD. Table 5 details
peak hour, peak direction roadway segment volumes, and resultant LOS per ACHD District Policy
7106.3.3.
Table 5. Roadway Segment Operations for 2018 Existing Traffic Conditions
Roadway Extents
No. of Lanes
(Per Direction)
Functional
Classification1
ACHD /
ITD LOS
Thresh./
Volume
Two-Way
ADT2
Peak
Hour/Peak
Direction
LOS/
Volume3,4
Black Cat Road Chinden Boulevard to
McMillan Road 1 Minor Arterial E/575 3,839
(5/8/18)
AM/SB E/180
PM/SB E/170
McMillan Road Black Cat Road to Ten
Mile Road 1 Minor Arterial E/575 4,905
(1/31/18)
AM/EB E/240
PM/WB E/430
Gondola Drive Black Cat Road to San
Vito Way 1 Collector D/425 272
(5/31/18)
AM/EB E/20
PM/WB E/20
San Vito Way Gondola Drive to
McMillan Road 1 Collector D/425 879
(5/31/18)
AM/SB E/50
PM/SB E/50
1 COMPASS 2040 Ada County Functional Classification Map (Reference 8), Ada County Master Street Map (Reference 9)
2ADT from ACHD Traffic Volume Database (##/##/#### = count date)
3LOS E indicates LOS E or better, LOS D indicates LOS D or better
4Peak hour link volumes obtained from turning movement counts.
As shown in Table 5, all the roadway segments operate acceptably in for year 2018 existing conditions
during both the weekday a.m. and school p.m. peak hours.
Pleasant View Elementary School September 2018
Existing Conditions
21 Kittelson & Associates, Inc.
TRAFFIC SAFETY
The crash histories for the study intersections and roadways were reviewed to identify potential safety
issues. Crash records were obtained from ITD for the five-year period from January 1, 2012 to December
31, 2016. Table 6 contains a summary of reported intersection and roadway crashes. Appendix F provides
the crash data summary sheets.
Table 6. Crash Summary (2012-2016)
Intersection
Crash Type Crash Severity
Total Rear-End Angle Turning Pedestrian Other PDO Injury Fatal
Black Cat Road / Chinden Blvd 2 0 4 1 0 0 7 0 7
Black Cat Road / Gondola Drive 0 0 0 0 0 0 0 0 0
Black Cat Road / McMillan Road 2 0 1 0 1 1 3 0 4
McMillan Road / San Vito Way 0 0 0 0 0 0 0 0 0
McMillan Road / Ten Mile Road 3 2 2 0 0 4 3 0 7
Roadways
Crash Type Crash Severity
Total Rear-End Angle Turning
Fixed
Object
Side
Swipe Other PDO Injury Fatal
Black Cat Road (Chinden Blvd to
McMillan Road) 3 0 0 2 1 1 3 4 0 7
McMillan Road (Black Cat Road
to Ten Mile Road) 2 1 3 0 4 2 9 3 0 12
As shown in Table 6, the signalized intersections had the highest number of crashes, which would be
expected. Additionally, there were no crashes at the McMillan/San Vito Way and Black Cat Road/Gondola
Drive intersections. Therefore, no crash trends were found at any of the study intersections or roadways.
Transportation Impact Analysis
Pleasant View Elementary School September 2018
Transportation Impact Analysis
23 Kittelson & Associates, Inc.
TRANSPORTATION IMPACT ANALYSIS
The transportation impact analysis identifies how the study area’s transportation system is anticipated
to operate with development of Pleasant View Elementary School. The new elementary school is planned
to be completed and operational for the fall 2020 school year. The impact of traffic generated by the
proposed elementary school during the weekday a.m. and weekday school p.m. peak periods was
examined as follows:
Other planned or in-process developments and transportation improvements planned in the
site vicinity were identified.
Background weekday a.m. and school p.m. peak hour traffic conditions for the year 2020 (build-
out year of Pleasant View Elementary School) were analyzed in the study area.
Site-generated trips were estimated for build-out of the site.
Site trip-distribution patterns were derived through an evaluation of the local and regional
roadway system and a review of the preliminary school attendance boundaries.
Total traffic conditions for the year 2020 were analyzed at each of the study intersections and
site-access points during the weekday a.m. and weekday school p.m. peak hours.
On-site circulation issues and site-access operations were evaluated.
Right-turn and left-turn lane warrant analyses were conducted at the proposed access points
and applicable unsignalized intersections.
Additional requirement for school district properties were address as required by ACHD and
Idaho Code 67-6510(3).
YEAR 2020 BACKGROUND TRAFFIC CONDITIONS
The background traffic analysis identifies how the study area’s transportation system will operate in the
year the proposed elementary school is expected to be completed (2020). This analysis includes traffic
growth due to other developments within the study area and from general growth in the region but does
not include traffic from the proposed Pleasant View Elementary School.
Background Growth
The proposed traffic growth rate between existing conditions and the year 2020 was estimated based on
a review of the growth and development in the area and experience on other projects in North Meridian.
Generally, the traffic growth on the ACHD roadways in the rural and urbanizing areas have ranged
between one and three percent per year (compounded). Therefore, a 2% per year growth rate was
applied to existing traffic volumes to estimate year 2020 background traffic conditions.
Pleasant View Elementary School September 2018
Transportation Impact Analysis
24 Kittelson & Associates, Inc.
Planned Developments and Transportation Improvements
Based on a review of ACHD’s Capital Improvement Plan (CIP) (Reference 4), ACHD’s Integrated Five Year
Work Plan (Reference 10), and Idaho Transportation Department’s (ITD) Statewide Transportation
Improvement Program (STIP, Reference 11), the following improvements were found in the study area:
ACHD Capital Improvement Plan (CIP)
o RD2016-16: Black Cat Rd between McMillan Rd and Chinden Blvd. Reconstruct/widen from
2-lanes to 3-lanes. 2026-2030.
o RD2016-94: McMillan Rd between Black Cat Rd and Ten Mile Rd. Reconstruct/widen from
2-lanes to 3-lanes. 2031-2035.
o IN2016-62: McMillan Rd/Black Cat Rd. Add roundabout. Reconstruct/widen approaches.
To be constructed as a multi-lane roundabout with 2 legs on northbound and southbound
legs, 1-lane on westbound and eastbound legs. 2026-2030.
o IN2016-79: Chinden Blvd (US 20/26)/Black Cat Rd. Add signal. Reconstruct/widen
approaches. 2026-2030.
ACHD Five Year Work Plan (FYWP)
o No projects were identified to occur in the study area.
ITD’s Statewide Transportation Improvement Program (STIP)
o Chinden widening is scheduled for 2020 as part of the Costco STAR agreement. This is not
assumed to be completed for the study but will be referenced for mitigations.
In-Process Developments
Eight in-process developments, listed below, were identified in the study area and accounted for in the
analysis:
1. Foxtail and Ashbury Residential Developments
2. Chinden & Linder Crossing Subdivision
3. Knighthill Commercial Development
4. Eagle Island Marketplace
5. Linder Village
6. Tree Farm Subdivision
7. Chinden & Ten Mile Mixed-Use Development
8. Fairbourne Subdivision
9. Adjacent Residential Development south of the school site
Pleasant View Elementary School September 2018
Transportation Impact Analysis
25 Kittelson & Associates, Inc.
These developments are in the process of being constructed based on their approved plans and have
varying occupancies. Based on this assessment, some adjustments were made to the trip generation
estimates from the traffic studies completed for each development. The trip generation associated with
each development was added to the existing traffic volumes to assist with estimating year 2020
background traffic volumes. Each development and supporting trip generation estimate is described
below. None of the in-process developments studied the weekday school p.m. peak hour (2:30-4:30
p.m.), however based on the ITE Trip Generation Handbook 3rd Edition there is not much difference
between the generation of retail and residential trips in weekday school p.m. peak hour (2:30-4:30 p.m.)
or p.m. peak hour (4:00-6:00 p.m.). Therefore the p.m. peak hour trips from the in-process developments
were assumed to occur for the school p.m. peak hour. Appendix G contains the in-process development
trip information.
Foxtail and Ashbury Residential Developments (#1)
The Foxtail and Ashbury Residential Developments consist of two residential projects located north of
Chinden Boulevard between Linder Road and Meridian Road in Eagle, Idaho. The Foxtail development
includes 30,000 square-feet of mixed use retail and approximately 206 single family units. The Ashbury
development includes 249 single family units with 42 units on the western property (boarding the Foxtail
development) and 207 units on the eastern property (boarding Meridian Road). In addition, it includes
approximately 33,820 square-feet of office development near the Chinden Boulevard/Meridian Road
intersection. Through a field review of this development, it was identified that the Foxtail and Ashbury
developments are approximately 80% built and occupied and these trips would be accounted for in the
existing traffic counts. Therefore, it was assumed that the remaining 20% of the development’s trips be
added as in-process trips in the weekday a.m. and weekday school p.m. peak hours.
Chinden & Linder Crossing Subdivision (#2)
The Chinden & Linder Crossing Subdivision is a 9.34-acre commercial subdivision located on the
northwest quadrant of the Chinden Boulevard/Linder Road intersection. The development includes 4,650
square feet of drive-through bank, 10,500 square feet of medical office space, 10,500 square feet retail
space, 5,200 square feet sit-down restaurant, 2,400 square feet drive through restaurant, and 2-3 bay
quick lube store. Through a field review, it was identified that 5,000 square feet of medical office is built-
out and occupied and that these trips would be accounted for in the existing traffic counts. The weekday
p.m. peak hour was provided in the TIS. Trip generation estimates were developed for the weekday a.m.
peak hour based on ITE Trip Generation Manual, 9h Edition, consistent with the TIS. The remaining land
uses were added as in-process trips in the weekday a.m. and weekday school p.m. peak hours.
Pleasant View Elementary School September 2018
Transportation Impact Analysis
26 Kittelson & Associates, Inc.
Knighthill Commercial Development (#3)
The Knighthill Commercial Development is a retail development on the southwest corner of Chinden
Boulevard/Linder Road. It consists of a 4,800 square-foot bank with drive-in, 57,200 square-feet of
specialty retail, and a gas station with a marketplace and 6 fueling stations. The traffic for the weekday
p.m. peak hour was available from the TIS and used for weekday p.m. peak hour. The weekday a.m. peak
hour traffic volumes were developed using the ITE Trip Generation Manual, 9th Edition, consistent with
the TIS. The weekday a.m. was routed through the study intersections based off the trip distribution
provided in the TIS. It was observed that the Knighthill Commercial Development is approximately 30%
built-out and occupied and that these trips would be accounted for in the existing traffic counts.
Therefore, the remaining 70% of the development’s trips were added as in-process trips during the
weekday a.m. and weekday school p.m. peak hours.
Eagle Island Marketplace (#4)
The Eagle Island Marketplace, including Fred Meyer and several other retail shops, is located in the
northeast quadrant of the Chinden Boulevard/Linder Road intersection. The site is not fully built-out. The
TIS was not available, only the ACHD Staff Report. Therefore, the site plan was used to estimate how
much of the remaining retail pads were left to be developed. It was observed that the development is
approximately 80% built-out and occupied and that these trips would be accounted for in the existing
traffic counts. Therefore, it was assumed that the remaining 20% of the development’s trips be added as
in-process trips in the weekday a.m. and weekday p.m. peak hours. For reference, recent studies had
assumed approximately 55% of the site was built out, but the site has built several retail pads over the
past few years, which resulted in the build-out being closer to 80%.
Linder Village (#5)
Linder Village is located in the southeast quadrant of the Chinden Boulevard/Linder Road intersection.
The site is currently in the approval process for ACHD, ITD, and City of Meridian. The site is planned to
include approximately 560,000 square-feet of retail, discount supermarket, and office space and 146
residential units. The site is currently vacant. Therefore, 100% of the development’s trips were added as
in-process trips during the weekday a.m. and weekday school p.m. peak hours.
Tree Farm Subdivision (#6)
The Tree Farm Subdivision is located north of Chinden Boulevard between Black Cat Road and Tree Farm
Way. It consists of 161 single family houses divided into four phases. The first two phases will consist of
91 single family houses with access to Tree Farm Way. The last two phases will consist of 70 houses with
the main access occurring at Black Cat Road and a secondary access provided at Tree Farm Way. To be
conservative based on the early timing of signalizing Black Cat Road/Chinden Boulevard all four phases
were assumed to be in place by the year 2020.
Pleasant View Elementary School September 2018
Transportation Impact Analysis
27 Kittelson & Associates, Inc.
Chinden & Ten Mile Mixed-Use Development (#7)
The Chinden & Ten Mile Mixed-Use Development is approximately 66.1 acres and located on the
southwest corner of the Ten Mile Road/Chinden Boulevard intersection. The development is planned to
be developed in two phases with the first phase consisting of a 166,000 square-foot Costco Wholesale
warehouse and gasoline fuel station. The second phase consists of 60,000 square-feet of retail pads, 115
apartments, and 162 single-family residential homes. The first phase was planned in the TIS to occur in
2018, however construction has not started so it was assumed to be open by the year 2020 before the
proposed elementary school. The second phase isn’t expected to be constructed until the year 2024 and
was not included in the background for elementary school.
Fairbourne Subdivision (#8)
The Fairbourne Subdivision is located on the northwest corner of the Black Cat Road/Chinden Boulevard
intersection. The development consists of 166 single family homes and approximately 50,000 square-feet
of commercial development. Buildout is planned for the year 2021, however this development was
included in the year 2020 background in-process developments.
Adjacent Residential Development South of School Site
Additionally, while the future local streets that intersect Gondola Way have not been constructed and
may not be completed by the time of the opening of the school, completion of the street opposite the
western school entrance was assumed to be completed and serve approximately 25-30 homes at the
time the school is open. This was assumed to ensure the analysis of the access included are reasonable
level of future development, even if the development may occur after the school is open.
In-Process Traffic Volumes
Figure 5 illustrates the location and resultant traffic volumes for the in-process developments used in
developing the year 2020 background traffic volumes.
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Pleasant View Elementary School September 2018
Transportation Impact Analysis
29 Kittelson & Associates, Inc.
Intersection Level of Service
Year 2020 background traffic volumes, shown in Figure 6 were estimated by applying a 2% annual growth
rate to the existing year 2018 traffic volumes (Figure 4) and adding the in-process traffic volumes (Figure
5). Year 2020 background traffic conditions were analyzed at the study intersections for the weekday
a.m. and school p.m. peak hours. Table 7 summarizes the traffic operations for the year 2020 background
conditions.
Table 7. Year 2020 Background Traffic Operations
Intersection
Intersection AM/PM Lane
Group
Weekday AM Peak Hour School PM Peak Hour
V/C LOS Delay V/C LOS Delay V/C LOS Delay
Black Cat Road /
Chinden Boulevard - - -
NBLTR >1.00 F >80.0 >1.00 F >80.0
EBL 0.05 A 8.9 0.32 C 16.7
WBL 0.06 B 11.0 0.17 B 11.0
SBLTR >1.00 F >80.0 >1.00 F >80.0
Black Cat Road / Gondola Drive - - -
WBL 0.02 B 10.6 0.02 B 12.3
WBR 0.01 A 9.1 0.03 A 9.5
SBL 0.01 A 7.6 0.01 A 8.0
Black Cat Road / McMillan Road - B/
B
11.1/
13.5
NBLTR 0.37 B 11.4 0.43 B 12.7
EBLTR 0.29 B 10.8 0.20 B 10.6
WBLTR 0.26 B 10.6 0.58 C 15.6
SBLTR 0.36 B 11.3 0.40 B 12.7
McMillan Road / San Vito Way - - -
NBLT 0.02 B 11.7 0.02 C 14.3
NBR 0.01 A 9.4 0.01 A 9.4
EBL 0.01 A 7.5 0.01 A 8.1
WBL 0.01 A 7.7 0.01 A 7.7
SBLT 0.12 B 12.3 0.15 C 15.6
SBR 0.01 A 9.0 0.01 B 10.5
McMillan Road / Ten Mile Road 0.39/
0.61
B/
B
15.9/
17.9
EBL 0.09 B 14.0 0.13 B 17.3
EBT 0.40 B 17.5 0.46 C 21.4
EBR 0.15 B 16.0 0.14 C 19.1
WBL 0.26 B 13.4 0.38 B 16.2
WBT 0.30 B 15.4 0.71 C 22.3
WBR 0.06 B 14.1 0.15 B 16.8
NBL 0.21 B 12.9 0.48 B 13.5
NBT 0.43 B 16.2 0.69 B 18.7
NBR 0.23 B 15.3 0.36 B 16.6
SBL 0.19 B 12.8 0.42 B 13.6
SBT 0.58 B 17.5 0.50 B 17.5
SBR 0.06 B 14.6 0.06 B 15.0
Gondola Drive/Site Access A NBLR 0.02 A 8.6 0.01 A 8.6
WBL 0.01 A 7.2 0.01 A 7.2
Pleasant View Elementary School September 2018
Transportation Impact Analysis
30 Kittelson & Associates, Inc.
As shown in Table 7, all study intersections were found to operate acceptably within the agency standards
during the 2020 background conditions weekday a.m. and weekday p.m. school peak hours except for
the intersection of Black Cat Road/Chinden Boulevard. Appendix H contains the year 2020 background
conditions operational analysis worksheets.
Black Cat Road/Chinden Boulevard
In the weekday a.m. and school p.m. peak hour, the northbound and southbound movement operates at
LOS F with a v/c ratio greater than 1.00 and does not meet the minimum ACHD threshold operating
standard. ACHD requires an evaluation of whether a traffic signal is warranted based on the overall
intersection operating at LOS D or worse, however the development of Chinden & Ten Mile Mixed-Use
Development is currently in the process of widening and signalizing the intersection, which should be
constructed by the year 2020. Additionally, the intersection was found to meet traffic signal warrants
under existing conditions and therefore will continue to meet warrants under 2020 background traffic
conditions.
Therefore, no recommendation is proposed at the intersection under background conditions. Table 8
shows the operations under existing conditions with the proposed buildout of Black Cat Road/Chinden
Boulevard signal through the Chinden & Ten Mile Mixed Use Development.
Table 8. 2020 Background Mitigated Traffic Conditions
Intersection
Intersection AM/PM
Lane
Group
Weekday AM Peak Hour School PM Peak Hour
V/C LOS
Delay
(sec) V/C LOS
Delay
(sec) V/C LOS
Delay
(sec)
Black Cat Road /
Chinden Blvd
(With Traffic Signal)
0.40/
0.58
C/
C
21.4/
23.8
EBL 0.10 A 9.6 0.55 B 17.8
EBT 0.48 B 15.3 0.44 B 14.9
EBR 0.13 B 11.4 0.06 B 10.9
WBL 0.11 B 11.2 0.31 B 11.2
WBT 0.27 B 12.8 0.63 B 18.7
WBR 0.07 B 11.0 0.22 B 12.8
NBL 0.36 E 70.5 0.53 E 70.9
NBT 0.08 D 48.5 0.22 D 54.3
NBR 0.34 D 54.1 0.32 E 57.0
SBL 0.71 E 71.2 0.78 E 71.3
SBT 0.09 D 45.7 0.14 D 49.0
SBR 0.25 D 48.7 0.46 E 56.5
As shown in Table 8, the intersection of Black Cat Road/Chinden Boulevard operates acceptably with the
proposed signal. Appendix I contains the mitigated Synchro outputs
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Pleasant View Elementary School September 2018
Transportation Impact Analysis
32 Kittelson & Associates, Inc.
Roadway Segment Analysis
Table 9 provides the year 2020 background operational analysis for each roadway segment.
Table 9. Roadway Segment Operations for 2020 Background Traffic Conditions
Roadway Extents
No. of Lanes
(Per Direction)
Functional
Classification1
ACHD / ITD LOS
Thresh./ Volume
Peak Hour/Peak
Direction
LOS/
Volume2,3
Black Cat Road Chinden Boulevard to
McMillan Road 1 Minor Arterial E/575 AM/SB E/220
PM/SB E/240
McMillan Road Black Cat Road to
Ten Mile Road 1 Minor Arterial E/575 AM/EB E/250
PM/WB E/460
Gondola Drive Black Cat Road to
San Vito Way 1 Collector D/425 AM/WB D/30
PM/WB D/30
San Vito Way Gondola Drive to
McMillan Road 1 Collector D/425 AM/SB D/60
PM/SB D/60
1 COMPASS 2040 Ada County Functional Classification Map (Reference 8), Ada County Master Street Map (Reference 9)
2LOS E indicates LOS E or better, LOS D indicates LOS D or better
3Peak hour link volumes obtained from turning movement counts.
As shown in Table 9, all roadway segments meet the operational thresholds under year 2020 background
conditions.
PROPOSED DEVELOPMENT PLAN
The elementary school is planned for approximately 650 students and to be open in the Fall of 2020. The
proposed development site plan for the elementary school is provided in Figure 2.
Access to the proposed development is planned to be provided via two accesses on Gondola Drive:
Driveway A: Full access driveway on the northside of Gondola Drive approximately 640 feet east
of Black Cat Road, for school bus drop off and staff parking.
Driveway B: Full access driveway on the northside of Gondola Drive approximately 955 feet east
of Black Cat Road, for parent drop-off/pick-up and parent/visitor parking.
Site Circulation
Figure 7 illustrates the bus, parent/visitor drop-off, and key pedestrian routes for the Pleasant View
Elementary School. As shown in the figure, for phase 1 all access and circulation for the site will come via
the two site accesses on Gondola Drive. The buses will use the western access on Gondola Drive to access
the loading/unloading area.
There is a separate parking lots for parents/visitors and bus/staff parking. The primary parent drop-off
loop, which extends approximately 250 feet, has space for approximately 10 vehicles and utilized the
eastern access on Gondola Drive. Additionally, there is an additional 150 feet of secondary parent drop-
off space that could be utilized at peak time periods. The benefits of the circulation include the following:
Buses and parent drop-offs are separated.
Pleasant View Elementary School September 2018
Transportation Impact Analysis
33 Kittelson & Associates, Inc.
Students walking to school do not have to cross either the parent or bus drop-off loops.
Student being dropped off can exit the car on the right curbside and proceed to the entry.
The entry to the school is located near the end of the parent drop-off area which reduces the
potential of parents blocking queuing back from the first few spaces and not utilizing the
remaining drop-off area.
Based on trip generation of the school the amount of curb length required for the peak parent drop-off
area was estimated to be approximately 350-400 feet. This is greater than the 250 feet provided along
the curb nearest the school but within the 400 feet accommodated with inclusion of the secondary drop-
off area. Additionally, some parents will utilize the parking lot area to walk their children into the school.
During the afternoon pick-up approximately 28 cars may need to park in the lot while waiting but there
are 50 parking spaces available. Therefore, it was determined that there is enough parent drop-off curb
space available.
Trip Generation
The elementary school is designed for a capacity of 650 students. The projected weekday daily, a.m. and
school p.m. peak hour vehicle trips for the proposed school were estimated based on the Institute of
Transportation Engineers (ITE) Trip Generation Manual, 10th Edition (Reference 12). Table 10 shows the
estimated trip generation for the proposed Pleasant View Elementary School.
Table 10. Elementary School Trip Generation Estimate
Land Use
ITE
Code
Size
(Students) Daily
Weekday AM Peak Hour Weekday School PM Peak Hour
Total In Out Total In Out
Elementary School 520 650 1,200 435 235 200 221 99 122
As shown in Table 10, Pleasant View Elementary School is estimated to generate approximately 1,200
daily trips. Of the daily trips, approximately 435 will occur during the weekday a.m. peak hour and
approximately 221 trips will occur during the weekday school p.m. peak hour.
While the school a.m. peak overlaps with the typical commuter peak hour of traffic on the surrounding
system, the school p.m. peak occurs when school ends for the day (approximately 3:45 to 4:45 PM) which
is approximately an hour earlier than the overall commuter peak hour on the transportation system
which has been found to occur between 4:45 and 5:45 PM.
Trip Distribution/Trip Assignment
The distribution of site-generated trips onto the roadway system within the study area was estimated
using information on the potential school attendance boundary provided by the West Ada School District
and knowledge of the transportation system and land use patterns in the study area. Based on this
review, the distribution shown in Figure 8 was developed. Figure 9 shows the assignment of the site
generated trips to the study intersections based on the trip distribution pattern.
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Pleasant View Elementary School Transportation Impact Study September 2018
Figure
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Pleasant View Elementary School Transportation Impact Study September 2018
Figure
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Pleasant View Elementary School September 2018
Transportation Impact Analysis
37 Kittelson & Associates, Inc.
YEAR 2020 TOTAL TRAFFIC CONDITIONS
The year 2020 total traffic analysis identifies how the study area’s transportation system will operate
with the inclusion of traffic generated from the proposed Pleasant View Elementary School. The site-
generated traffic (Figure 9) was added to the year 2020 background traffic volumes (Figure 6) to arrive at
the year 2020 weekday a.m. and weekday school p.m. peak hour total traffic volumes.
Intersection Level of Service
Based on data collected at previous schools, traffic generated by schools has a more pronounced peaking
characteristic than normal trips on the transportation system. This results in a peak hour factor (PHF) of
approximately 0.50 for the site accesses to a school as compared with a PHF of approximately 0.90 for a
typical arterial intersection. This means that the peak 15 minutes of traffic in and out of the school (right
before school starts and right after school is released) is significantly higher than during the rest of the
peak hour (i.e., the majority of the peak hour traffic is condensed into the peak 15 minutes). The results
continue to represent the peak 15-minute period and operations should be significantly better during the
other 15-minute periods of the peak hour. Due to this peaking characteristic, the peak hour factors for
movements to and from the school at the proposed site accesses were assumed to be 0.50. Additionally,
the peak hour factors for key movements at the Black Cat Road/Gondola Drive and McMillian Road/San
Vito Way intersection in which school traffic will comprise a high portion of the total traffic were reduced
based on the approximate percentage of school traffic.
Figure 10 shows the year 2020 total traffic volumes for the weekday a.m. and p.m. school peak hours.
Table 11 shows the detailed operational results by lane group for all the study intersections. Appendix J
contains the year 2020 total traffic conditions operational analysis worksheets.
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Pleasant View Elementary School September 2018
Transportation Impact Analysis
39 Kittelson & Associates, Inc.
Table 11. Year 2020 Total Traffic Operations
Intersection Intersection AM/PM Lane
Group
Weekday AM Peak Hour School PM Peak Hour
V/C LOS Delay V/C LOS Delay V/C LOS Delay
Black Cat Road / Chinden Boulevard - - -
NBLTR >1.00 F >80.0 >1.00 F >80.0
EBL 0.06 A 8.9 0.32 C 16.7
WBL 0.14 B 11.6 0.20 B 11.3
SBLTR >1.00 F >80.0 >1.00 F >80.0
Black Cat Road / Gondola Drive - - -
WBL 0.27 C 15.1 0.19 C 15.2
WBR 0.11 A 9.5 0.10 A 9.8
SBL 0.08 A 8.1 0.05 A 8.3
Black Cat Road / McMillan Road - B/
C
13.7/
15.4
NBLTR 0.48 B 14.0 0.48 B 14.4
EBLTR 0.41 B 13.4 0.25 B 11.7
WBLTR 0.30 B 11.9 0.60 C 17.8
SBLTR 0.52 C 14.6 0.51 C 15.1
McMillan Road / San Vito Way - - -
NBLT 0.02 B 12.6 0.02 B 14.8
NBR 0.01 A 9.4 0.01 A 9.4
EBL 0.01 A 7.8 0.01 A 8.2
WBL 0.01 A 7.7 0.01 A 7.7
SBLT 0.30 C 15.1 0.31 C 18.7
SBR 0.01 A 9.3 0.02 B 10.7
McMillan Road / Ten Mile Road 0.40/
0.62
B/
B
16.2/
18.1
EBL 0.09 B 14.5 0.13 B 17.3
EBT 0.41 B 18.3 0.46 B 21.4
EBR 0.34 B 17.9 0.27 B 19.9
WBL 0.27 B 14.0 0.38 B 16.2
WBT 0.31 B 16.1 0.71 B 22.3
WBR 0.06 B 14.7 0.15 B 16.8
NBL 0.35 B 13.3 0.54 B 14.7
NBT 0.40 B 15.8 0.69 B 18.7
NBR 0.21 B 15.0 0.36 B 16.6
SBL 0.18 B 13.1 0.42 B 13.6
SBT 0.59 B 18.1 0.50 B 17.5
SBR 0.06 B 15.1 0.06 B 15.0
Gondola Drive/Site Access A - - -
NBLTR 0.03 B 10.0 0.02 A 9.3
EBLTR 0.03 A 7.6 0.01 A 7.4
WBLTR 0.01 A 7.5 0.01 A 7.4
SBLT 0.01 B 12.2 0.03 B 10.2
SBR 0.03 A 9.2 0.04 A 8.9
Gondola Drive/Site Access B - - -
EBL 0.18 A 8.1 0.08 A 7.5
SBL 0.36 C 20.3 0.10 B 11.2
SBR 0.24 B 9.9 0.12 A 9.0
Pleasant View Elementary School September 2018
Transportation Impact Analysis
40 Kittelson & Associates, Inc.
As shown in Table 11, all study intersections are projected to operate acceptably within the agency
standards during the 2020 total conditions weekday a.m. and weekday school p.m. peak hours except for
the Black Cat Road/Chinden Boulevard intersection.
Black Cat Road/Chinden Boulevard
In the weekday a.m. and school p.m. peak hour, the northbound and southbound movement operates at
LOS F with a v/c ratio greater than 1.00 and does not meet the minimum ACHD threshold operating
standard. ACHD requires an evaluation of whether a traffic signal is warranted based on the overall
intersection operating at LOS D or worse, however signal warrants were determined to be met under
existing conditions and the development of Chinden & Ten Mile Mixed-Use Development is currently in
the process of widening and signalizing the intersection, which should be constructed by the year 2020.
Therefore, no recommendation is proposed at the intersection under total traffic conditions. Table 12
shows the operations under existing conditions with the proposed buildout of Black Cat Road/Chinden
Boulevard signal through the Chinden & Ten Mile Mixed Use Development.
Table 12. 2020 Total Mitigated Traffic Conditions
Intersection
Intersection AM/PM
Lane
Group
Weekday AM Peak Hour School PM Peak Hour
V/C LOS
Delay
(sec) V/C LOS
Delay
(sec) V/C LOS
Delay
(sec)
Black Cat Road /
Chinden Blvd (With a
Traffic Signal)
0.41/
0.58
C/
C
22.7/
24.4
EBL 0.10 A 10.0 0.55 B 17.8
EBT 0.49 B 16.2 0.45 B 15.3
EBR 0.15 B 12.2 0.07 B 11.3
WBL 0.27 B 12.2 0.36 B 11.5
WBT 0.27 B 13.0 0.63 B 18.8
WBR 0.07 B 11.3 0.22 B 12.9
NBL 0.42 E 70.3 0.57 E 71.5
NBT 0.07 D 48.0 0.22 D 54.2
NBR 0.49 E 57.8 0.44 E 60.4
SBL 0.71 E 71.2 0.78 E 71.3
SBT 0.09 D 45.7 0.14 D 49.0
SBR 0.25 D 48.7 0.46 E 56.5
As shown in Table 12, the intersection of Black Cat Road/Chinden Boulevard operates acceptably with
the proposed signal. Appendix K contains the mitigated Synchro outputs.
Roadway Segment Analysis
Table 13 provides the year 2020 total traffic operational analysis for each roadway segment.
Pleasant View Elementary School September 2018
Transportation Impact Analysis
41 Kittelson & Associates, Inc.
Table 13. Roadway Segment Operations for 2020 Total Traffic Conditions
Roadway Extents
No. of Lanes
(Per Direction)
Functional
Classification1
ACHD / ITD LOS
Thresh./Volume
Peak Hour/Peak
Direction
LOS/
Volume2,3
Black Cat Road Chinden Boulevard
to McMillan Road 1 Minor Arterial E/575 AM/SB E/300
PM/SB E/280
McMillan Road Black Cat Road to
Ten Mile Road 1 Minor Arterial E/575 AM/EB E/300
PM/WB E/500
Gondola Drive Black Cat Road to
San Vito Way 1 Collector D/425 AM/EB D/180
PM/WB D/110
San Vito Way Gondola Drive to
McMillan Road 1 Collector D/425 AM/SB D/100
PM/SB D/80
1 COMPASS 2040 Ada County Functional Classification Map (Reference 8), Ada County Master Street Map (Reference 9)
2LOS E indicates LOS E or better, LOS D indicates LOS D or better
3Peak hour link volumes obtained from turning movement counts.
As shown in Table 13, all roadway segments meet the operational thresholds under year 2020 total traffic
conditions.
SITE ACCESS SPACING AND TURN LANE ANALYSIS
Access to the proposed development is planned to be provided via two accesses on Gondola Drive. This
section discusses the access spacing guidelines and turn lane analysis for the site accesses.
Access Spacing
The two proposed accesses for the elementary school are located on Gondola Drive which is a collector.
ACHD criteria for consecutive driveways on a collector is 245 feet. Additionally, driveway spacing for
driveways near a stop-controlled intersection is the following, whichever is greater:
Outside the area of influence or
150 feet
If the intersection of Gondola Drive / Black Cat Road were to be signalized the ACHD criteria for driveway
spacing for driveways on collectors near a future signalized intersection is the following:
Outside the area of influence or
220-feet for a right-in, right-out driveway and 440 feet for a full access driveway.
Exhibit 1 illustrates the proposed access spacing.
Pleasant View Elementary School September 2018
Transportation Impact Analysis
42 Kittelson & Associates, Inc.
Site Access A
Site Access A is located approximately 640 feet to the east of the stop-controlled intersection of Black
Cat Road/Gondola Drive and approximately 315 feet west of Site Access B. Therefore, this distance will
meet the 150-foot ACHD criteria. Based on this evaluation, Site Access A should be considered for
approval by ACHD for the following reasons:
The site access meets ACHD access spacing
The site access intersection on Gondola Drive will function acceptably as an unsignalized full
access.
The driveway serves the bus loop which should remain separated from the student parking.
Site Access B
Site Access B is located approximately 315 east of Site Access A and approximately 265 feet west of a
future stop-controlled intersection of a local street and Gondola Drive. Therefore, the proposed access
meets the ACHD criteria. Based on this evaluation, Site Access B should be considered for approval by
ACHD for the following reasons:
The site access meets ACHD access spacing.
The site access intersection on Gondola Drive will function acceptably as an unsignalized full
access.
The driveway serves the visitor parking and parent drop-off, which should remain separated
from the bus loop.
Exhibit 1. Site Access Alignments
A
B
Pleasant View Elementary School September 2018
Transportation Impact Analysis
43 Kittelson & Associates, Inc.
Turn Lane Analysis
Turn lane warrants for year 2020 total traffic conditions were evaluated at the site accesses and two-way
stop-controlled intersections based on ACHD policy. Table 14 shows the results of the turn lane
evaluation. Appendix L contains the turn lane warrant analysis worksheets.
Table 14. Turn Lane Warrant Analysis Results
Intersection Type Turn Lane Warranted?
Gondola Drive / Site Access A Full
Movement
EB Left-Turn Lane
WB Right-Turn Lane
No
No
Gondola Drive / Site Access B Full
Movement
EB Left-Turn Lane
WB Right-Turn Lane
No
No
Black Cat Road/Gondola Drive Full
Movement
Existing: NB Right-Turn Lane
Existing: SB Left-Turn Lane
Existing
Existing
McMillan Road/San Vito Way Full
Movement
Existing: EB Left-Turn Lane
WB Right-Turn Lane
Existing
No
Chinden Boulevard/Black Cat
Road Planned to be signalized by 2020
As shown in Table 14, turn lanes are not warranted at either of the site accesses.
Special Considerations for School District Facilities
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
45 Kittelson & Associates, Inc.
SPECIAL CONSIDERATIONS FOR SCHOOL DISTRICT FACILITIES
Idaho Code 67-6519(3) requires specific elements to be studied for school facilities, some of which are
beyond ACHD TIS requirements. The topics listed below are required to be addressed as part of the
transportation impact study for a new school. Topics that have been addressed in previous sections of
this report are identified but are not repeated in this section. Idaho Code requirements for school study
evaluation are:
1. Land use master plan
2. School bus plan
3. Access safety
4. Pedestrian plan
5. Crossing guard plan
6. Barriers between the highways and the school
7. Location of the school zone
8. Need for a flashing beacon
9. Need for traffic control
10. Anticipated future improvements
11. Speed on adjacent highways
12. Traffic volumes on adjacent highways
13. Effect upon a highway’s level of service
14. Need for acceleration or deceleration lanes
15. Internal traffic circulation
16. Anticipated development on surrounding undeveloped parcels
17. Zoning in the vicinity
18. Access control on adjacent highways
19. Required striping and signing modifications
20. Funding for highway improvements to accommodate the development
21. Proposed highway projects in the project vicinity
1. Land Use Master Plan
The proposed site is located in the City of Meridian in Ada County. This site is currently vacant within a
developing subdivision of single family houses. The site is currently zoned as medium density residential
with a planned school according to the City of Meridian Zoning Map (Reference 7). The site is surrounded
by medium density residential development with existing residential development to the east and new
residential development under construction to the south and southeast.
2. School bus plan
The bus circulation, parent drop-off circulation, and key on-site pedestrian routes are shown in Figure 7.
School buses at the elementary school will utilize a separate loading loop that will share access to
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
46 Kittelson & Associates, Inc.
Gondola Drive with the parking area for staff. The school bus loop design is separate from the parent
loading loop and does not conflict with the primary on-site pedestrian corridors.
The bus staging and loading area has been designed to accommodate 7 bus vehicles at one time which
exceeds the estimate of six buses that will serve the school.
Further information regarding the need for providing bus service in the attendance area is provided in
the pedestrian plan.
3. Access Safety
The main site access points that will provide access to the elementary school do not exist today;
therefore, the safety of the site’s driveways was reviewed by evaluating the estimated potential
intersection sight distance based on concept design plans and current conditions. The design and
projected operations of the proposed access points was also reviewed against ACHD standards to ensure
they met all applicable requirements. Intersection sight distance was reviewed at the proposed site
access points on Gondola Drive.
According to A Policy on Geometric Design of Highways and Streets by AASHTO (Reference 2) the required
intersection sight distance for a street with a speed of 25mph is 280 feet. Looking west and east along
Gondola Drive, sight distance at both accesses is approximately 350 feet in both directions. It should be
noted that the measurements were taken from a location approximately 15 feet from the edge of the
travel way per AASHTO policy and not where a future stop bar may be located. Due to the high vinyl
fences along the roadway, exiting vehicles will have to pull up into the sidewalk/pathway crossing area
in order utilize the available intersection sight distance. Exhibit 1 provide the view to the west and east
of Gondola Drive from the approximate location of the two site accesses.
Looking west along Gondola Drive Looking east along Gondola Drive
Exhibit 1. Sight Distance at the Proposed Site Access A/Gondola Drive Intersection
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
47 Kittelson & Associates, Inc.
Looking west along Gondola Drive
Looking east along Gondola Drive
The following recommendations have been identified to ensure adequate safety and operation at the
site access points, internal intersections, and roadways:
Remove miscellaneous vegetation and shrubbery, and potential obstructions along Gondola
Drive as necessary to maintain adequate intersection sight distance.
4. Pedestrian Plan
The pedestrian plan is comprised of the on-site pedestrian circulation and the off-site pedestrian
accessibility.
On-Site Pedestrian Circulation
The bus circulation, student parking, staff parking, parent drop-off circulation, and key on-site pedestrian
routes are shown in Figure 7. The bus loop is separated from the parent drop-off loop and key pedestrian
routes. The key pedestrian routes from the parking lots to the school do not require crossing either drop-
off/loading area.
Parent drop-off circulation is a challenge for all schools because of the high amount activity that occurs
in a short peak of 15 to 20 minutes. The parent drop-off circulation has been designed so that students
are dropped off curbside at the building from the passenger side of their vehicles and avoid the need for
them to walk across the drop-off area. While the secondary drop-off is located on an island south of the
primary drop-off, a designated crosswalk is proposed to ensure student don’t cut-through between
loading vehicles.
The following on-site pedestrian elements should be considered:
Site design elements or a railing on the north side of the secondary parent drop-off area to
channelize the pedestrians to the designated crossing location.
Exhibit 2. Sight Distance at the Proposed Site Access B/Gondola Drive Intersection
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
48 Kittelson & Associates, Inc.
Communication to parents regarding drop-off and pick-up procedures and enforcement as
necessary to ensure parents are not dropping off children in non-designated areas or blocking
traffic on Gondola Way.
Off-Site Pedestrian Accessibility
While sidewalks are present along Gondola Way and San Vito Way, there are significant gaps in sidewalks
on McMillan Road, Black Cat Road and Chinden Boulevard within the typical 1.5 mile walk zone.
Additionally, within the square mile where the school is located, the local street system is still lacking
connectivity. Therefore, access to buses by students within the typical walk zone will be required until
the sidewalk and pathway system is completed in the area. Homes along Gondola Way and San Vito Way
have sidewalk connections and therefore do not require bus access.
As the area builds out and sidewalks are provided, pedestrian activity is anticipated to increase. Based on
the development patterns within the future walk zone area, the following are recommended:
Site Access A: Provision of a north-south crosswalk and consideration for a rectangular rapid flash
beacon (RRFB) for the crossing of Gondola Drive. This could also be used by crossing guards.
San Vito Way/McMillan Road: Consideration for a future Pedestrian Hybrid Beacon (PHB) to serve
future north-south pedestrian crossing from the neighborhood that is just starting to be
developed on the south side of McMillan Road. The pedestrian crossing volumes are not expected
to meet MUTCD guidelines for a PHB at opening of the school but are expected to increase as
development occurs south of McMillan Road. A PHB would not be needed if a traffic signa is
installed in the future.
Gondola Drive/Black Cat Road: Planning for a future Pedestrian Hybrid Beacon (PHB) to serve
future east-west pedestrian crossing form the future neighborhood to be developed on the west
side of Black Cat Road. The traffic volumes on Black Cat Road and pedestrian crossing volumes
are not projected to meet MUTCD guidelines for a PHB at opening of the school. The need for this
beacon would be driven by future development and could be conditioned on future residential
development.
5. Crossing Guard Plan
The Meridian School District provides crossing guards at key crossing locations for elementary schools.
Based on the evaluation of pedestrian routes, the following locations are recommended for consideration
for crossing guards:
The intersection of Gondola Drive/Site Access A to assist the crossing of the uncontrolled east-
west traffic movements at Gondola Way for students using the sidewalk on the south side of
Gondola Way.
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
49 Kittelson & Associates, Inc.
Crossing guards may also be considered reviewed at the following arterial crossing locations depending
on future development and number of students crossing, bus availability, and whether PHB’s or signals
are installed:
The San Vito Way/McMillan Road intersection when the subdivision south of McMillan Road is
developed and the number of students that cross increases.
The Black Cat Road/Gondola Way intersection depending on future development.
6. Barriers between the Highway and the Schools
No highways are in the surrounding area of the school. As such, physical barriers between the school and
the nearby streets are not needed.
7-8. Location of the School Zone and Flashing Beacon
The location and design of school zones will be addressed during the design review process for the school
based on direction from ACHD staff. The ultimate development and approval of school zones will be
through ACHD in cooperation with the West Ada School District. Therefore, this section serves to provide
guidance with respect to the key elements that should be included in the evaluation of the need for a
designated school zone. Common factors that are considered when evaluating the need for a school zone
include:
Volume of students walking along the roadway during school hours.
Proximity of the school to a roadway with a speed higher than 20 mph.
Proximity of unfenced play fields adjacent to the roadway.
A marked crosswalk that is not protected by a traffic signal or stop sign that will be used by
students.
Age of school level students walking along the roadway or in proximity to the roadway.
Given these factors, a school zone should be considered on Gondola Drive. The school zone should meet
the applicable criteria in the manual of uniform traffic control devices (MUTCD) and start a minimum of
approximately 200 feet either side of the school property. Sign and beacon locations may need to be
adjusted due to location of side streets and other geometric elements.
The school zone should be accompanied by a flashing beacon, which his standard for most school zones
in Ada County.
Additionally, school zones should be considered at potential PHB crossings at the San Vito Way/McMillan
Road intersection and future Black Cat Road/Gondola Way intersection which should be reviewed at the
time marked crosswalks and/or PHB’s are installed crossing McMillan Road and Black Cat Road.
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
50 Kittelson & Associates, Inc.
9. Need for a Traffic Control Signal
As identified in the previous sections of this report, all of the elementary school site access points are
forecast to operate acceptably as stop controlled driveways.
10-14. Improvements, Speed, Traffic Volumes, Levels of Service, and Need for Acceleration
or Deceleration Lanes
See previous sections of this study that document these steps.
15. Internal Traffic Circulation
See previous sections of this study that documents internal traffic circulation.
16. Anticipated Development
See previous sections of this study that document the proposed development.
17. Zoning in the Vicinity
According to the City of Meriden zoning map zoning in the vicinity of the site is as follows:
The site is zoned medium density residential.
The areas surrounding the site are similar with medium and medium-low density residential.
18. Access Control on Adjacent Highways
There is no access control on the adjacent streets although ACHD Policy Manual identifies minimum
access spacing for Collector Roadways. See the Site Access Spacing section of this report for a detailed
evaluation of the site access driveway locations.
19. Required Striping and Signing Modifications
Off-site intersection modifications are outlined in the previous section of this report. The following on-
site striping and signing modifications are recommended:
Signing and striping of crosswalk locations.
On-site signing and pavement markings for the parent drop-off/pick-up identifying circulation
direction, the bypass lane, and curb loading area.
On-site signing and pavement markings for the bus drop-off/pick-up identifying circulation
direction, the bypass lane, and loading area.
Pleasant View Elementary School September 2018
Special Considerations for School District Facilities
51 Kittelson & Associates, Inc.
Signing and striping associated with the recommendations regarding RRFB’s, PHB’s and school
zone.
20. Funding of Highway Improvements to Accommodate Development
Funding for the improvements will be provided by the development.
21. Proposed Highway Projects in the Vicinity
See Planned Roadway Improvements section of this study.
Conclusions and Recommendations
Pleasant View Elementary School September 2018
Conclusions and Recommendations
53 Kittelson & Associates, Inc.
CONCLUSIONS AND RECOMMENDATIONS
The results of this study indicate that the proposed Pleasant View Elementary School can be constructed
while maintaining acceptable traffic operations and safety at the study intersections, assuming the
recommended mitigation measures are in place.
FINDINGS
Year 2018 Existing Conditions
The study evaluated five off site intersections under for two time periods:
o Weekday a.m. peak hour (also the weekday school a.m. peak hour).
o Weekday school p.m. peak hour.
All study intersections currently operate acceptably within the agency standards during the
weekday a.m. and weekday p.m. school peak hours under year 2018 existing conditions
except for the intersection of Black Cat Road/Chinden Boulevard (US 20/26).
o The intersection of Black Cat Road/Chinden Boulevard operates at LOS F and a v/c
ratio over 1.0 in the weekday school p.m. peak hour.
o The intersection meets planning-level signal warrants.
o The in-process development of Chinden & Ten Mile Mixed-Use Development is
designing a signal and intersection improvements for that intersection and
construction is estimated to be completed by 2020. With this mitigation the
intersection operates within the agency standards.
All the roadway segments meet ACHD thresholds under year 2018 existing conditions during
both the weekday a.m. and p.m. school peak hours.
Year 2020 Background Traffic Conditions
Year 2020 background traffic volumes were forecasted using a 2% annual growth rate in
addition to in-process developments.
There are nine in-process developments in the site vicinity that were included in the
background volumes (in addition to the average growth rate described above):
o Linder Village Development
o Foxtail and Ashbury Residential Developments
o Knighthill Commercial Subdivision
o Eagle Island Marketplace
o Chinden & Linder Crossing Subdivision
o Chinden Blvd/Ten Mile Mixed Use Development
Pleasant View Elementary School September 2018
Conclusions and Recommendations
54 Kittelson & Associates, Inc.
o Tree Farm Residential Subdivision
o Fairbourne Subdivision
o Bridgetower West residential lots near the site
All study intersections were found to continue to operate acceptably under year 2020
background traffic conditions, except for the Black Cat Road/Chinden Boulevard
intersection.
o The intersection meets signal warrants, as described in the existing conditions
analysis.
o The in-process development of Chinden & Ten Mile Mixed-Use Development is
designing a signal and intersection improvements for that intersection and
construction is estimated to be completed by 2020. With this mitigation the
intersection operates within the agency standards.
All the roadway segments meet ACHD thresholds under year 2020 background conditions
during both the weekday am. and school p.m. peak hours.
Proposed Development Plan
West Ada School District is proposing to build a new elementary school, Pleasant View
Elementary School, located in Bridgetower West Subdivisions on Gondola Drive on the east
side of Black Cat Road between McMillan Road and Chinden Boulevard.
Access to the proposed development is planned via two full accesses on Gondola Drive, one
of which aligns with a future residential road.
The elementary school is planned to accommodate approximately 650 students for the 2020
school year.
Existing vehicle trips that currently are associated with schools in the area (Ponderosa,
Hunter, and Willow Creek Elementary Schools) will be redistributed based on proposed
revised attendance boundaries.
The school is estimated to generate approximately 1,200 daily trips. Of the daily trips,
approximately 435 will occur during the weekday school a.m. peak hour and approximately
221 will occur during the weekday school p.m. peak hour.
Year 2020 Total Traffic Conditions
All study intersections and site accesses were found to continue to operate acceptably under
year 2020 total traffic conditions with the exception of the Black Cat Road/Chinden
Boulevard intersection. Similar to 2018 existing and 2020 background conditions, the
planned improvements and signal by the Chinden & Ten Mile Mixed-Use Development will
mitigate that intersection in 2020. Therefore, not additional mitigations were identified.
Pleasant View Elementary School September 2018
Conclusions and Recommendations
55 Kittelson & Associates, Inc.
All the roadway segments meet ACHD thresholds under year 2020 total traffic conditions
during both the weekday a.m. and p.m. school peak hours.
Access & Turn Lane Analysis
ACHD spacing criteria for collectors is met for all site access points.
Turn lane warrants were evaluated and not warranted at any of the site accesses for the
elementary school.
Adequate intersection sight distance can be obtained based on measurements at the
proposed access locations and assuming the access is constructed at the approximate grade
of the edge of the roadway.
Special Considerations for School Facilities
Per Idaho Code 67-6519(3) specific elements for school facilities were reviewed and
summarized as outlined in Section 5 of this report. Key findings include:
o Bus service should be provided within the 1.5-mile walk zone to students in homes
where a continuous sidewalk or pathway connection is not provided to the school.
The following on-site pedestrian elements should be considered:
Site design elements or a railing on the north side of the
secondary parent drop-off area to channelize the pedestrians
to the designated crossing location.
Communication to parents regarding drop-off and pick-up
procedures and enforcement as necessary to ensure parents
are not dropping off children in non-designated areas or
blocking traffic on Gondola Way.
o In order to accommodate future students and pedestrians walking to the school,
the following crossing treatments should be considered:
Site Access A: Provision of a north-south crosswalk and consideration for
a rectangular rapid flash beacon (RRFB) for the crossing of Gondola Drive.
The RRFB could also be used by school crossing guards.
San Vito Way/McMillan Road: Consideration for a future Pedestrian
Hybrid Beacon (PHB) to serve future north-south pedestrian crossing form
the neighborhood that is just starting to be developed on the south side
of McMillan Road. Pedestrian counts should be monitored to determine
when and if a PHB is warranted. A PHB would not be needed if a traffic
signal is installed in the future.
Gondola Drive/Black Cat Road: Planning for a future Pedestrian Hybrid
Beacon (PHB) to serve future east-west pedestrian crossing form the
Pleasant View Elementary School September 2018
Conclusions and Recommendations
56 Kittelson & Associates, Inc.
future neighborhood to be developed on the west side of Black Cat Road.
The current volumes on Black Cat Road are not projected to meet MUTCD
guidelines for a PHB at opening of the school. Therefore, need for the PHB
would be driven by future development and could be conditioned on
future residential developments.
Crossing guards should be considered at the intersection of Gondola
Drive/Site Access A to assist the crossing of the uncontrolled east-west
traffic movements at Gondola Way for students using the sidewalk on the
south side of Gondola Way. Future crossing guards could also be
considered at the following off-site intersections depending on future
development, whether bus service is provided, and if PHB’s are installed:
• The San Vito Way/McMillan Road
• The Black Cat Road/Gondola Way intersection
A school zone and flashers should be installed on Gondola Way adjacent
to the school. Additionally, school zone flashers should be reviewed at the
off-site intersections where future pedestrian crossings are added at San
Vito Way/McMillan Road and Black Cat Road/Gondola Way once the walk
zone is extended beyond McMillan Road and Black Cat Road.
RECOMMENDATIONS
Based on the above findings, the following recommendations are made for the proposed Pleasant View
Elementary School:
Black Cat Road / Chinden Boulevard: Coordinate with ACHD and ITD to ensure the
signalization of the intersection is completed as conditioned on the Chinden & Ten Mile
Mixed-Use Development.
Site Access Driveway A:
o Construct Site Access Driveway A as proposed with one inbound lane and two
outbound lanes.
o Construct the access at approximately the elevation of the adjacent roadway and
maintain shrubbery, weeds, and landscaping near the intersection to ensure
adequate sight distance.
Site Access B:
o Construct Site Access Driveway B as proposed with one inbound lane and two
outbound lanes.
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Conclusions and Recommendations
57 Kittelson & Associates, Inc.
o Construct the access at approximately the elevation of the adjacent roadway and
maintain shrubbery, weeds, and landscaping near the intersection to ensure
adequate sight distance.
Pedestrian & Bus Accessibility
o Install a railing or other buffer element on the north side of the secondary parent
drop-off area to channelize the pedestrians to the designated crossing location.
o Install a north-south crosswalk and an RRFB beacon at the Site Access A/Gondola
Way intersection (preferably on the east approach) to assist with future pedestrian
crossings to the school.
o Consider use of crossing guards at the Site Access A/Gondola Way intersection
when future residential development occurs. Additional crossing guards at offsite
intersections may also be appropriate in the long-term.
o Install a school zone with flashers on Gondola Way.
o Provide access to buses to students within any area of the walk zone not served by
continuous sidewalk or pathways to the school.
o Monitor the need for a future crosswalk and PHB at the following off-site
intersections once the walk zone is extended across the arterial roadways:
San Vito Way/McMillan Road intersection
Black Cat Road/Gondola Way intersection
o Implement a plan to communicate to parents regarding drop-off and pick-up
procedures and enforcement as necessary to ensure parents are not dropping off
children in non-designated areas or blocking traffic on Gondola Way.
References
Pleasant View Elementary School September 2018
References
59 Kittelson & Associates, Inc.
REFERENCES
1. Ada County Highway District. Policy Manual Section 7106. October 15, 2003.
2. American Association of State Highway and Transportation Officials. A Policy on Geometric Design
of Highways and Streets. 2011.
3. Transportation Research Board. Highway Capacity Manual. 2010.
4. Ada County Highway District. Capital Improvements Plan. 2016
5. Transportation Research Board. Highway Capacity Manual. 2000.
6. Federal Highway Administration. Manual on Uniform Traffic Control Devices. 2009 Edition.
7. City of Meridian. City of Meridian Zoning Map. 2018.
8. Community Planning Associate of Southwest Idaho. 2040 Functional Classification Map for Ada
County and Canyon County. 2040.
9. Ada County Highway District. Ada County Master Street Map. Amended February 24, 2016.
10. Ada County Highway District. Integrated Five Year Work Plan 2018-2022. 2017.
11. Idaho Transportation Department. Idaho’s Statewide Transportation Improvement Program
(STIP). 2018.
12. Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition
Appendix A Scope of Work
FILENAME: H:\22\22949 - PLEASANT VIEW ELEMENTARY SCHOOL TIS\REPORT\SCOPING MEMO\22949_PLEASANT VIEW
ELEMENTARY SCHOOL TIS SCOPING MEMO_FINAL.DOCX
MEMORANDUM
Date: July 24, 2018 Project #: 22949
To: Mindy Wallace
Ada County Highway District
From: John Ringert, PE and Lauren Nuxoll, EI
Project: Pleasant View Elementary School
Subject: Transportation Impact Study Scope & Assumptions
This memorandum documents the scope and summarizes the assumptions for the traffic impact study
(TIS) for the proposed Pleasant View Elementary School in Meridian, Idaho. The information presented
in this memorandum was developed based on conversations with LKV Architects (project architect),
West Ada School District (WASD) officials, ACHD, and our knowledge and understanding of ACHD’s TIS
requirements. This memorandum addresses the following items:
Project Description Study Time Periods
Project Description Study Years & Background Growth
Trip Generation & Distribution Access Evaluation
Study Roadways & Intersections
ACHD and Idaho Code 67-6510(3)
School-Specific Requirements
PROJECT DESCRIPTION
The WASD is proposing to build a new elementary school, named Pleasant View Elementary School,
that will be located in the Keeho Springs/Voltera Subdivisions off Black Cat Road between Chinden
Boulevard and McMillan Road in Meridian, Idaho. Figure 1 illustrates the site vicinity map. The school
is expected to be open and occupied in the Fall of 2020.
Based on conversations with the WASD, the school is planned to accommodate approximately 650
students. Currently, Ponderosa, Hunter, and Willow Creek Elementary Schools serve the area near the
proposed school site. As such, existing vehicle trips associated with those schools will be redistributed
based on the proposed revised attendance boundaries. Figure 2 shows the conceptual site plan. Two
accesses are proposed on Gondola Way. One access aligns with a future residential road.
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Pleasant View Elementary School Transportation Impact Study July 2018
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Pleasant View Elementary School Project #: 22949
July 24, 2018 Page 4
Kittelson & Associates, Inc. Boise, Idaho
TRIP GENERATION & DISTRIBUTION
Trip generation estimates were prepared based on full occupancy of 650 students. Estimates of daily
and weekday peak hour vehicle trips generated by the proposed elementary school were developed
based on the standard trip generation reference manual, ITE Trip Generation,10th Edition, (Reference
1) published by the Institute of Transportation Engineers. Table 1 shows the estimated trip generation
of the proposed school.
Table 1 Trip Generation Estimate
Land Use ITE Code Size
(Students) Daily
Weekday AM Peak Weekday School PM Peak
Total In Out Total In Out
Elementary School 520 650 1,200 435 235 200 221 99 122
As shown in Table 1, Pleasant View Elementary School is estimated to generate approximately 1,200
daily trips. Of the daily trips, approximately 435 will occur during the weekday school a.m. peak hour
(sometime between 7:00 a.m. and 9:00 a.m.), and approximately 221 trips will occur during the
weekday school p.m. peak hour (sometime between 2:00 p.m. and 4:00 p.m.).
Trip Distribution
The distribution of trips was
developed using a preliminary
estimate of the potential
school attendance area
provided by the WASD and
knowledge of transportation
system and land use patterns.
Based on the attendance area
and the existing and planned
residential development in the
attendance area, the
distribution of trips was
estimated.
Figure 3 shows the preliminary
attendance area and Figure 4
shows the estimated distribution of site generated trips. The trip distribution is based on opening day
and therefore estimates most of the trips will come from east of Black Cat Road. As residential
subdivisions growth occurs around the school, more trips will be from within the square mile area
surrounding the school and trips on the arterial network will decrease.
Site
Figure 3. Estimated Attendance Area for School
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Pleasant View Elementary School Transportation Impact Study July 2018
Figure
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Pleasant View Elementary School Project #: 22949
July 24, 2018 Page 6
Kittelson & Associates, Inc. Boise, Idaho
ANALYSIS SCENARIOS & STUDY ASSUMPTIONS
The proposed assumptions for the analysis include:
Study years:
o Year 2018 Existing Traffic Conditions
o Year 2020 Background Traffic Conditions
o Year 202 Total Traffic Conditions
Time Periods:
o Weekday AM Peak Hour (7-9 a.m.)
o Weekday School PM Peak Hour (2:30-4:30 p.m.)
Study Intersections/turning movement counts:
o Counted in May 2018 before school was out for summer break
Chinden Boulevard (US 20/26) / Black Cat Road
McMillan Road / Black Cat Road
o Recount do to failure of video counts in May and factor volumes based on 24 hr counts
if necessary.
McMillan Road/Ten Mile Road
Gondola Drive / Black Cat Road (have 24 hr count from May)
McMillan Road / San Vito Way (have 24 hr count from May)
Study Roadways (all counted in spring while school was in session)
o Black Cat Road (Chinden Blvd to McMillan Rd) – 24hr count from May
o McMillan Road (Black Cat Rd to Ten Mile Rd) – ACHD count form 1/31/2018
o Gondola Drive (24 hr count from May)
o McMillan Road (San Vito Way (have 24 hr count from May)
Pleasant View Elementary School Project #: 22949
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Kittelson & Associates, Inc. Boise, Idaho
Background Development:
o Annual growth factor of 2% to account for general growth and buildout of ongoing
developments. Similar to past studies in the area.
o In-Process Developments:
Linder Village Development
Foxtail and Ashbury Residential Developments (North of Chinden Blvd/Linder
Road)
Knighthill Commercial Subdivision (Southwest corner of Chinden Blvd/Linder
Rd)
Eagle Island Marketplace (Northeast corner of Chinden Blvd/Linder Rd)
Chinden & Linder Crossing Subdivision (Northwest corner of Chinden
Blvd/Linder Rd)
Chinden Blvd/Ten Mile Mixed Use Development (Southwest corner of Chinden
Blvd/Ten Mile Rd)
Tree Farm Residential Subdivision (Northeast corner of Chinden Blvd/Black Cat
Rd)
Fairbourne Subdivision (Northwest corner of Chinden Blvd/Black Cat Rd)
o Planned Background Improvement Projects
ACHD 2016 Capital Improvement Projects
· RD2016-16: Black Cat Rd between McMillan Rd and Chinden Blvd.
Reconstruct/widen from 2-lanes to 3-lanes. 2026-2030.
· RD2016-94: McMillan Rd between Black Cat Rd and Ten Mile Rd.
Reconstruct/widen from 2-lanes to 3-lanes. 2031-2035.
· IN2016-62: McMillan Rd/Black Cat Rd. Add roundabout.
Reconstruct/widen approaches. To be constructed as a multi-lane
roundabout with 2 legs on northbound and southbound legs, 1-lane on
westbound and eastbound legs. 2026-2030.
· IN2016-79: Chinden Blvd (US 20/26)/Black Cat Rd. Add signal.
Reconstruct/widen approaches. 2026-2030.
ACHD Five Year Work Plan
· No projects were identified to occur in the study area.
Pleasant View Elementary School Project #: 22949
July 24, 2018 Page 8
Kittelson & Associates, Inc. Boise, Idaho
ITD: Chinden widening is scheduled for 2020 as part of the Costco STAR
agreement. This is not assumed to be completed for the study but will be
referenced for mitigations.
Summer Traffic Counts at Some Intersections
As described above in the traffic counts section, we originally were hoping to obtain all the counts in
May 2018 prior to school releasing for the summer. But three of cameras failed in the last week of
school and those counts were obtained. Therefore, we propose to recount those three intersections
and utilize the 24-hr tube counts and other intersection counts from May to compare the summer peak
volumes to the May data. If traffic volumes are found to be significantly higher for the roadways in
May, the summer volumes will be factored/balanced. The only intersection near an existing school is
the Ten Mile Road/McMillan Road intersection, which is about ½ mile from Hunter Elementary.
TRAFFIC OPERATIONS ANALYSIS TOOLS
Synchro 10 will be used to evaluate traffic operations at the signalized and unsignalized study
intersections under existing, background and total traffic conditions using Highway Capacity Manual
2010 methodologies. The analyses will be performed in accordance with the methodologies stated in
Section 7106.6 of the ACHD Policy Manual and include consideration of separate left- and right-turn
lanes as well as queuing impacts. Intersection and segment level-of-service will be reported per ACHD
thresholds.
ACCESS LOCATION EVALUATION & LOCAL STREET ANALYSIS
For each of the study access locations, the following will be reviewed:
Access spacing versus ACHD criteria.
Projected daily traffic demand at buildout for each access location and comparison to the ACHD
policy.
Intersection sight distance for the proposed site access locations.
Collector traffic level versus ACHD policy.
Cut through neighborhood traffic
For the two local streets providing access to the school, the following will be evaluated:
Projected daily traffic demand at buildout and comparison to the ACHD policy ADT’s for that
roadway classification
Pleasant View Elementary School Project #: 22949
July 24, 2018 Page 9
Kittelson & Associates, Inc. Boise, Idaho
OTHER SCHOOL-SPECIFIC REQUIREMENTS
In addition to the above key scope and analysis assumptions, we will also document the following as
required by ACHD and Idaho Code 67-6510(3):
Land-use master plan (site plan)
School bus plan
Access safety
Pedestrian plan
Crossing guard plan
Barriers between highways and school
Location of school zone
Need for flashing beacons
Need for traffic control signals
Anticipated future improvements
Speed and traffic volumes on the adjacent roadways
Level of service
Need for acceleration and deceleration lanes
Internal traffic circulation
Anticipated development on surrounding parcels
Zoning in the vicinity
Access control on adjacent highways
Required striping and signing modifications
Funding of highway improvements
Proposed highway projects in the vicinity
NEXT STEPS
We request that ACHD review this scoping memo and provide a response on the study assumptions by
July 30th, 2018. Please contact Lauren Nuxoll or John Ringert at (208) 338-2683 or
lnuxoll@kittelson.com if you have any questions or comments on the information presented in this
memorandum.
Pleasant View Elementary School Project #: 22949
July 24, 2018 Page 10
Kittelson & Associates, Inc. Boise, Idaho
References
1. Institute of Transportation Engineers. ITE Trip Generation Manual, 10th Edition. 2017
Appendix B Traffic Counts
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 1
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Groups Printed- General Traffic - 3+ Axle Heavy Trucks
Black Cat Road
From North
Gondola Drive
From East
Black Cat Road
From South
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
07:30 AM 49 0 0 49 0 1 0 1 1 30 0 31 81
07:45 AM 38 3 0 41 0 1 0 1 0 24 0 24 66
Total 87 3 0 90 0 2 0 2 1 54 0 55 147
08:00 AM 37 3 0 40 0 4 0 4 1 15 0 16 60
08:15 AM 32 0 0 32 0 0 0 0 3 23 0 26 58
08:30 AM 31 2 0 33 2 1 0 3 3 33 0 36 72
08:45 AM 35 1 0 36 2 2 0 4 7 25 0 32 72
Total 135 6 0 141 4 7 0 11 14 96 0 110 262
09:00 AM 36 1 0 37 1 2 0 3 1 24 0 25 65
09:15 AM 27 1 0 28 2 1 0 3 3 22 0 25 56
--------
Total 63 2 0 65 3 3 0 6 4 46 0 50 121
--------
02:45 PM 30 3 0 33 2 1 0 3 1 24 0 25 61
Total 30 3 0 33 2 1 0 3 1 24 0 25 61
03:00 PM 25 0 0 25 2 0 0 2 0 19 0 19 46
03:15 PM 23 1 0 24 2 1 0 3 0 28 0 28 55
03:30 PM 29 0 0 29 2 1 0 3 0 22 0 22 54
03:45 PM 32 0 0 32 2 2 0 4 1 28 0 29 65
Total 109 1 0 110 8 4 0 12 1 97 0 98 220
04:00 PM 44 1 0 45 7 4 0 11 0 28 0 28 84
04:15 PM 37 2 0 39 1 0 0 1 2 26 0 28 68
04:30 PM 31 1 0 32 2 0 0 2 0 26 0 26 60
Grand Total 536 19 0 555 27 21 0 48 23 397 0 420 1023
Apprch %96.6 3.4 0 56.2 43.8 0 5.5 94.5 0
Total %52.4 1.9 0 54.3 2.6 2.1 0 4.7 2.2 38.8 0 41.1
General Traffic 529 16 0 545 27 10 0 37 14 394 0 408 990
% General Traffic 98.7 84.2 0 98.2 100 47.6 0 77.1 60.9 99.2 0 97.1 96.8
3+ Axle Heavy Trucks 7 3 0 10 0 11 0 11 9 3 0 12 33
% 3+ Axle Heavy Trucks 1.3 15.8 0 1.8 0 52.4 0 22.9 39.1 0.8 0 2.9 3.2
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 2
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
G
o
n
d
o
l
a
D
r
i
v
e
Black Cat Road
Thru
529
7
536
Left
16
3
19
Peds
0
0
0
InOut Total
421 545 966
3 10 13
424 979 555
R
i
g
h
t
2
7
0
2
7
L
e
f
t
1
0
1
1
2
1
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
3
0
3
7
6
7
1
2
1
1
2
3
4
2
9
0
4
8
Thru
394
3
397
Right
14
9
23
Peds
0
0
0
Out TotalIn
539 408 947
18 12 30
557 977 420
8/1/2018 07:30 AM
8/1/2018 04:30 PM
General Traffic
3+ Axle Heavy Trucks
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 3
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Gondola Drive
From East
Black Cat Road
From South
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:15 AM
08:15 AM 32 0 0 32 0 0 0 0 3 23 0 26 58
08:30 AM 31 2 0 33 2 1 0 3 3 33 0 36 72
08:45 AM 35 1 0 36 2 2 0 4 7 25 0 32 72
09:00 AM 36 1 0 37 1 2 0 3 1 24 0 25 65
Total Volume 134 4 0 138 5 5 0 10 14 105 0 119 267
% App. Total 97.1 2.9 0 50 50 0 11.8 88.2 0
PHF .931 .500 .000 .932 .625 .625 .000 .625 .500 .795 .000 .826 .927
General Traffic 133 4 0 137 5 3 0 8 8 103 0 111 256
% General Traffic 99.3 100 0 99.3 100 60.0 0 80.0 57.1 98.1 0 93.3 95.9
3+ Axle Heavy Trucks 1 0 0 1 0 2 0 2 6 2 0 8 11
% 3+ Axle Heavy Trucks 0.7 0 0 0.7 0 40.0 0 20.0 42.9 1.9 0 6.7 4.1
Black Cat Road
G
o
n
d
o
l
a
D
r
i
v
e
Black Cat Road
Thru
133
1
134
Left
4
0
4
Peds
0
0
0
InOut Total
108 137 245
2 1 3
110 248 138
R
i
g
h
t
5
0
5
L
e
f
t
3
2
5
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
1
2
8
2
0
6
2
8
1
8
2
8
1
0
Thru
103
2
105
Right
8
6
14
Peds
0
0
0
Out TotalIn
136 111 247
3 8 11
139 258 119
Peak Hour Begins at 08:15 AM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 4
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Gondola Drive
From East
Black Cat Road
From South
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 08:30 AM 08:15 AM
+0 mins.49 0 0 49 2 1 0 3 3 23 0 26
+15 mins.38 3 0 41 2 2 0 4 3 33 0 36
+30 mins.37 3 0 40 1 2 0 3 7 25 0 32
+45 mins.32 0 0 32 2 1 0 3 1 24 0 25
Total Volume 156 6 0 162 7 6 0 13 14 105 0 119
% App. Total 96.3 3.7 0 53.8 46.2 0 11.8 88.2 0
PHF .796 .500 .000 .827 .875 .750 .000 .813 .500 .795 .000 .826
General Traffic 155 5 0 160 7 3 0 10 8 103 0 111
% General Traffic 99.4 83.3 0 98.8 100 50 0 76.9 57.1 98.1 0 93.3
3+ Axle Heavy Trucks 1 1 0 2 0 3 0 3 6 2 0 8
% 3+ Axle Heavy Trucks 0.6 16.7 0 1.2 0 50 0 23.1 42.9 1.9 0 6.7
Black Cat Road
G
o
n
d
o
l
a
D
r
i
v
e
Black Cat Road
Thru
155
1
156
Left
5
1
6
Peds
0
0
0
In - Peak Hour: 07:30 AM
160
2
162
R
i
g
h
t
7
0
7
L
e
f
t
3
3
6
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
8
:
3
0
A
M
1
0
3
1
3
Thru
103
2
105
Right
8
6
14
Peds
0
0
0
In - Peak Hour: 08:15 AM
111
8
119
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 5
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Gondola Drive
From East
Black Cat Road
From South
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 32 0 0 32 2 2 0 4 1 28 0 29 65
04:00 PM 44 1 0 45 7 4 0 11 0 28 0 28 84
04:15 PM 37 2 0 39 1 0 0 1 2 26 0 28 68
04:30 PM 31 1 0 32 2 0 0 2 0 26 0 26 60
Total Volume 144 4 0 148 12 6 0 18 3 108 0 111 277
% App. Total 97.3 2.7 0 66.7 33.3 0 2.7 97.3 0
PHF .818 .500 .000 .822 .429 .375 .000 .409 .375 .964 .000 .957 .824
General Traffic 139 3 0 142 12 3 0 15 3 108 0 111 268
% General Traffic 96.5 75.0 0 95.9 100 50.0 0 83.3 100 100 0 100 96.8
3+ Axle Heavy Trucks 5 1 0 6 0 3 0 3 0 0 0 0 9
% 3+ Axle Heavy Trucks 3.5 25.0 0 4.1 0 50.0 0 16.7 0 0 0 0 3.2
Black Cat Road
G
o
n
d
o
l
a
D
r
i
v
e
Black Cat Road
Thru
139
5
144
Left
3
1
4
Peds
0
0
0
InOut Total
120 142 262
0 6 6
120 268 148
R
i
g
h
t
1
2
0
1
2
L
e
f
t
3
3
6
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
6
1
5
2
1
1
3
4
7
2
5
1
8
Thru
108
0
108
Right
3
0
3
Peds
0
0
0
Out TotalIn
142 111 253
8 0 8
150 261 111
Peak Hour Begins at 03:45 PM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 6
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Gondola Drive
From East
Black Cat Road
From South
Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Peds App. Total Int. Total
Peak Hour Analysis From 12:00 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
03:45 PM 03:15 PM 03:45 PM
+0 mins.32 0 0 32 2 1 0 3 1 28 0 29
+15 mins.44 1 0 45 2 1 0 3 0 28 0 28
+30 mins.37 2 0 39 2 2 0 4 2 26 0 28
+45 mins.31 1 0 32 7 4 0 11 0 26 0 26
Total Volume 144 4 0 148 13 8 0 21 3 108 0 111
% App. Total 97.3 2.7 0 61.9 38.1 0 2.7 97.3 0
PHF .818 .500 .000 .822 .464 .500 .000 .477 .375 .964 .000 .957
General Traffic 139 3 0 142 13 4 0 17 3 108 0 111
% General Traffic 96.5 75 0 95.9 100 50 0 81 100 100 0 100
3+ Axle Heavy Trucks 5 1 0 6 0 4 0 4 0 0 0 0
% 3+ Axle Heavy Trucks 3.5 25 0 4.1 0 50 0 19 0 0 0 0
Black Cat Road
G
o
n
d
o
l
a
D
r
i
v
e
Black Cat Road
Thru
139
5
144
Left
3
1
4
Peds
0
0
0
In - Peak Hour: 03:45 PM
142
6
148
R
i
g
h
t
1
3
0
1
3
L
e
f
t
4
4
8
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
3
:
1
5
P
M
1
7
4
2
1
Thru
108
0
108
Right
3
0
3
Peds
0
0
0
In - Peak Hour: 03:45 PM
111
0
111
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Black Cat Rd & Gondola Dr
Site Code : 00000000
Start Date : 8/1/2018
Page No : 7
Study: KITT0120
Intersection: Black Cat Rd / Gondola Dr
City, State: Meridian, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Page 1
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
Black Cat Rd S of Chinden Blvd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
Black Cat Rd south of Hwy 20/26
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 31-May-18 Total
Time Thu SB NB
12:00 AM ***
12:15 ***
12:30 ***
12:45 ***
01:00 ***
01:15 ***
01:30 ***
01:45 ***
02:00 ***
02:15 ***
02:30 ***
02:45 ***
03:00 1 1 2
03:15 1 2 3
03:30 1 0 1
03:45 1 1 2
04:00 0 3 3
04:15 1 1 2
04:30 0 1 1
04:45 5 2 7
05:00 0 3 3
05:15 4 0 4
05:30 12 4 16
05:45 9 9 18
06:00 9 11 20
06:15 37 14 51
06:30 38 16 54
06:45 37 21 58
07:00 38 21 59
07:15 49 19 68
07:30 48 24 72
07:45 49 34 83
08:00 44 33 77
08:15 26 33 59
08:30 33 27 60
08:45 40 35 75
09:00 42 32 74
09:15 32 22 54
09:30 36 28 64
09:45 28 26 54
10:00 15 25 40
10:15 26 16 42
10:30 23 32 55
10:45 15 26 41
11:00 32 23 55
11:15 41 27 68
11:30 43 24 67
11:45 25 23 48
Total 841 619 1460
Percent 57.6% 42.4%
Peak -07:15 08:00 ------07:15
Vol.- 190 128 ------ 300
P.H.F. 0.969 0.914 0.904
Page 2
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
Black Cat Rd S of Chinden Blvd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
Black Cat Rd south of Hwy 20/26
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 31-May-18 Total
Time Thu SB NB
12:00 PM 29 17 46
12:15 26 21 47
12:30 29 13 42
12:45 16 26 42
01:00 24 24 48
01:15 22 30 52
01:30 24 35 59
01:45 27 21 48
02:00 19 17 36
02:15 32 21 53
02:30 29 31 60
02:45 35 24 59
03:00 40 27 67
03:15 36 30 66
03:30 39 30 69
03:45 35 24 59
04:00 42 24 66
04:15 36 24 60
04:30 45 21 66
04:45 45 26 71
05:00 54 26 80
05:15 40 27 67
05:30 56 26 82
05:45 33 40 73
06:00 45 27 72
06:15 28 27 55
06:30 28 16 44
06:45 29 22 51
07:00 26 16 42
07:15 16 23 39
07:30 12 15 27
07:45 17 15 32
08:00 10 12 22
08:15 21 19 40
08:30 21 15 36
08:45 18 19 37
09:00 15 20 35
09:15 8 7 15
09:30 10 11 21
09:45 12 6 18
10:00 9 4 13
10:15 7 7 14
10:30 7 3 10
10:45 8 6 14
11:00 1 5 6
11:15 2 6 8
11:30 6 5 11
11:45 1 3 4
Total 1170 914 2084
Percent 56.1% 43.9%
Peak -16:45 17:15 ------17:00
Vol.- 195 120 ------ 302
P.H.F. 0.871 0.750 0.921
Page 3
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
Black Cat Rd S of Chinden Blvd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
Black Cat Rd south of Hwy 20/26
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 01-Jun-18 Total
Time Fri SB NB
12:00 AM 2 0 2
12:15 1 1 2
12:30 0 0 0
12:45 0 1 1
01:00 0 1 1
01:15 0 0 0
01:30 0 2 2
01:45 2 1 3
02:00 2 1 3
02:15 0 0 0
02:30 2 2 4
02:45 0 1 1
03:00 ***
03:15 ***
03:30 ***
03:45 ***
04:00 ***
04:15 ***
04:30 ***
04:45 ***
05:00 ***
05:15 ***
05:30 ***
05:45 ***
06:00 ***
06:15 ***
06:30 ***
06:45 ***
07:00 ***
07:15 ***
07:30 ***
07:45 ***
08:00 ***
08:15 ***
08:30 ***
08:45 ***
09:00 ***
09:15 ***
09:30 ***
09:45 ***
10:00 ***
10:15 ***
10:30 ***
10:45 ***
11:00 ***
11:15 ***
11:30 ***
11:45 ***
Total 9 10 19
Percent 47.4% 52.6%
Peak -01:45 00:45 ------01:45
Vol.- 6 4 ------ 10
P.H.F. 0.750 0.500 0.625
Grand
Total 2020 1543 3563
Percent 56.7% 43.3%
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 1
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Groups Printed- General Traffic - 3+ Axle Heavy Trucks
Black Cat Road
From North
Chinden Blvd (US 20/26)
From East
Black Cat Road
From South
Chinden Blvd (US 20/26)
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
07:30 AM 1 0 0 0 1 2 112 6 0 120 13 1 7 0 21 40 201 5 0 246 388
07:45 AM 0 0 0 0 0 4 121 11 0 136 19 3 3 0 25 33 189 3 0 225 386
Total 1 0 0 0 1 6 233 17 0 256 32 4 10 0 46 73 390 8 0 471 774
08:00 AM 7 1 2 0 10 0 92 12 0 104 21 1 6 0 28 25 211 3 0 239 381
08:15 AM 1 1 1 0 3 2 96 4 0 102 24 1 6 0 31 16 201 0 0 217 353
08:30 AM 1 2 1 0 4 2 96 6 0 104 19 2 5 0 26 22 187 0 0 209 343
08:45 AM 1 1 3 0 5 2 113 12 0 127 23 0 14 0 37 24 174 0 0 198 367
Total 10 5 7 0 22 6 397 34 0 437 87 4 31 0 122 87 773 3 0 863 1444
09:00 AM 0 2 0 0 2 0 90 8 0 98 22 1 4 0 27 23 144 0 0 167 294
09:15 AM 1 0 0 0 1 2 105 13 0 120 11 0 7 0 18 19 148 1 0 168 307
--------
Total 1 2 0 0 3 2 195 21 0 218 33 1 11 0 45 42 292 1 0 335 601
--------
02:45 PM 1 2 0 0 3 2 191 18 0 211 18 1 9 0 28 12 151 1 0 164 406
Total 1 2 0 0 3 2 191 18 0 211 18 1 9 0 28 12 151 1 0 164 406
03:00 PM 1 0 0 0 1 1 186 18 0 205 9 0 16 0 25 14 122 1 0 137 368
03:15 PM 1 0 1 0 2 1 198 16 0 215 15 0 11 0 26 13 154 0 0 167 410
03:30 PM 1 2 1 0 4 3 219 13 0 235 18 0 13 0 31 19 147 0 0 166 436
03:45 PM 0 0 4 0 4 2 200 21 0 223 11 0 12 0 23 13 142 0 0 155 405
Total 3 2 6 0 11 7 803 68 0 878 53 0 52 0 105 59 565 1 0 625 1619
04:00 PM 1 1 0 0 2 2 224 22 0 248 7 1 15 0 23 14 99 0 0 113 386
04:15 PM 6 0 2 0 8 0 226 17 0 243 9 1 7 0 17 13 171 0 0 184 452
04:30 PM 2 0 1 0 3 0 253 25 0 278 17 0 12 0 29 11 170 2 0 183 493
Grand Total 25 12 16 0 53 25 2522 222 0 2769 256 12 147 0 415 311 2611 16 0 2938 6175
Apprch %47.2 22.6 30.2 0 0.9 91.1 8 0 61.7 2.9 35.4 0 10.6 88.9 0.5 0
Total %0.4 0.2 0.3 0 0.9 0.4 40.8 3.6 0 44.8 4.1 0.2 2.4 0 6.7 5 42.3 0.3 0 47.6
General Traffic 22 12 15 0 49 25 2438 221 0 2684 253 12 144 0 409 306 2523 11 0 2840 5982
% General Traffic 88 100 93.8 0 92.5 100 96.7 99.5 0 96.9 98.8 100 98 0 98.6 98.4 96.6 68.8 0 96.7 96.9
3+ Axle Heavy Trucks
3 0 1 0 4 0 84 1 0 85 3 0 3 0 6 5 88 5 0 98 193
% 3+ Axle Heavy Trucks
12 0 6.2 0 7.5 0 3.3 0.5 0 3.1 1.2 0 2 0 1.4 1.6 3.4 31.2 0 3.3 3.1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 2
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
Black Cat Road
Right
22
3
25
Thru
12
0
12
Left
15
1
16
Peds
0
0
0
InOut Total
48 49 97
5 4 9
53 106 53
R
i
g
h
t
2
5
0
2
5
T
h
r
u
2
4
3
8
8
4
2
5
2
2
L
e
f
t
2
2
1
1
2
2
2
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
2
7
9
1
2
6
8
4
5
4
7
5
9
2
8
5
1
7
7
2
8
8
3
5
6
5
2
2
7
6
9
Left
144
3
147
Thru
12
0
12
Right
253
3
256
Peds
0
0
0
Out TotalIn
539 409 948
6 6 12
545 960 415
Le
f
t
11
5
16
Th
r
u
25
2
3
88
26
1
1
Ri
g
h
t
30
6
5
31
1
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
26
0
4
28
4
0
54
4
4
90
98
18
8
26
9
4
56
3
2
29
3
8
5/31/2018 07:30 AM
5/31/2018 04:30 PM
General Traffic
3+ Axle Heavy Trucks
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 3
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Chinden Blvd (US 20/26)
From East
Black Cat Road
From South
Chinden Blvd (US 20/26)
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 1 0 0 0 1 2 112 6 0 120 13 1 7 0 21 40 201 5 0 246 388
07:45 AM 0 0 0 0 0 4 121 11 0 136 19 3 3 0 25 33 189 3 0 225 386
08:00 AM 7 1 2 0 10 0 92 12 0 104 21 1 6 0 28 25 211 3 0 239 381
08:15 AM 1 1 1 0 3 2 96 4 0 102 24 1 6 0 31 16 201 0 0 217 353
Total Volume 9 2 3 0 14 8 421 33 0 462 77 6 22 0 105 114 802 11 0 927 1508
% App. Total 64.3 14.3 21.4 0 1.7 91.1 7.1 0 73.3 5.7 21 0 12.3 86.5 1.2 0
PHF .321 .500 .375 .000 .350 .500 .870 .688 .000 .849 .802 .500 .786 .000 .847 .713 .950 .550 .000 .942 .972
General Traffic
% General Traffic 88.9 100 100 0 92.9 100 94.8 97.0 0 95.0 96.1 100 95.5 0 96.2 99.1 96.5 81.8 0 96.7 96.1
3+ Axle Heavy Trucks
1 0 0 0 1 0 22 1 0 23 3 0 1 0 4 1 28 2 0 31 59
% 3+ Axle Heavy Trucks
11.1 0 0 0 7.1 0 5.2 3.0 0 5.0 3.9 0 4.5 0 3.8 0.9 3.5 18.2 0 3.3 3.9
Black Cat Road
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
Black Cat Road
Right
8
1
9
Thru
2
0
2
Left
3
0
3
Peds
0
0
0
InOut Total
23 13 36
2 1 3
25 39 14
R
i
g
h
t
8
0
8
T
h
r
u
3
9
9
2
2
4
2
1
L
e
f
t
3
2
1
3
3
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
8
5
1
4
3
9
1
2
9
0
3
1
2
3
5
4
8
8
2
1
3
4
4
4
6
2
Left
21
1
22
Thru
6
0
6
Right
74
3
77
Peds
0
0
0
Out TotalIn
147 101 248
2 4 6
149 254 105
Le
f
t
9 2
11
Th
r
u
77
4
28
80
2
Ri
g
h
t
11
3
1
11
4
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
42
8
89
6
13
2
4
24
31
55
45
2
13
7
9
92
7
Peak Hour Begins at 07:30 AM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 4
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Chinden Blvd (US 20/26)
From East
Black Cat Road
From South
Chinden Blvd (US 20/26)
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:00 AM 07:30 AM 08:00 AM 07:30 AM
+0 mins.7 1 2 0 10 2 112 6 0 120 21 1 6 0 28 40 201 5 0 246
+15 mins.1 1 1 0 3 4 121 11 0 136 24 1 6 0 31 33 189 3 0 225
+30 mins.1 2 1 0 4 0 92 12 0 104 19 2 5 0 26 25 211 3 0 239
+45 mins.1 1 3 0 5 2 96 4 0 102 23 0 14 0 37 16 201 0 0 217
Total Volume 10 5 7 0 22 8 421 33 0 462 87 4 31 0 122 114 802 11 0 927
% App. Total 45.5 22.7 31.8 0 1.7 91.1 7.1 0 71.3 3.3 25.4 0 12.3 86.5 1.2 0
PHF .357 .625 .583 .000 .550 .500 .870 .688 .000 .849 .906 .500 .554 .000 .824 .713 .950 .550 .000 .942
General Traffic
% General Traffic 80 100 100 0 90.9 100 94.8 97 0 95 96.6 100 96.8 0 96.7 99.1 96.5 81.8 0 96.7
3+ Axle Heavy Trucks
2 0 0 0 2 0 22 1 0 23 3 0 1 0 4 1 28 2 0 31
% 3+ Axle Heavy Trucks
20 0 0 0 9.1 0 5.2 3 0 5 3.4 0 3.2 0 3.3 0.9 3.5 18.2 0 3.3
Black Cat Road
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
Black Cat Road
Right
8
2
10
Thru
5
0
5
Left
7
0
7
Peds
0
0
0
In - Peak Hour: 08:00 AM
20
2
22
R
i
g
h
t
8
0
8
T
h
r
u
3
9
9
2
2
4
2
1
L
e
f
t
3
2
1
3
3
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
7
:
3
0
A
M
4
3
9
2
3
4
6
2
Left
30
1
31
Thru
4
0
4
Right
84
3
87
Peds
0
0
0
In - Peak Hour: 08:00 AM
118
4
122
Le
f
t
9 2
11
Th
r
u
77
4
28
80
2
Ri
g
h
t
11
3
1
11
4
Pe
d
s
0 0 0
In
-
P
e
a
k
H
o
u
r
:
0
7
:
3
0
A
M
89
6
31
92
7
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 5
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Chinden Blvd (US 20/26)
From East
Black Cat Road
From South
Chinden Blvd (US 20/26)
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 0 4 0 4 2 200 21 0 223 11 0 12 0 23 13 142 0 0 155 405
04:00 PM 1 1 0 0 2 2 224 22 0 248 7 1 15 0 23 14 99 0 0 113 386
04:15 PM 6 0 2 0 8 0 226 17 0 243 9 1 7 0 17 13 171 0 0 184 452
04:30 PM 2 0 1 0 3 0 253 25 0 278 17 0 12 0 29 11 170 2 0 183 493
Total Volume 9 1 7 0 17 4 903 85 0 992 44 2 46 0 92 51 582 2 0 635 1736
% App. Total 52.9 5.9 41.2 0 0.4 91 8.6 0 47.8 2.2 50 0 8 91.7 0.3 0
PHF .375 .250 .438 .000 .531 .500 .892 .850 .000 .892 .647 .500 .767 .000 .793 .911 .851 .250 .000 .863 .880
General Traffic
% General Traffic 100 100 100 0 100 100 97.7 100 0 97.9 100 100 100 0 100 100 97.1 50.0 0 97.2 97.8
3+ Axle Heavy Trucks
0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 17 1 0 18 39
% 3+ Axle Heavy Trucks
0 0 0 0 0 0 2.3 0 0 2.1 0 0 0 0 0 0 2.9 50.0 0 2.8 2.2
Black Cat Road
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
Black Cat Road
Right
9
0
9
Thru
1
0
1
Left
7
0
7
Peds
0
0
0
InOut Total
7 17 24
1 0 1
8 25 17
R
i
g
h
t
4
0
4
T
h
r
u
8
8
2
2
1
9
0
3
L
e
f
t
8
5
0
8
5
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
6
1
6
9
7
1
1
5
8
7
1
7
2
1
3
8
6
3
3
1
6
2
5
9
9
2
Left
46
0
46
Thru
2
0
2
Right
44
0
44
Peds
0
0
0
Out TotalIn
137 92 229
0 0 0
137 229 92
Le
f
t
1 1 2
Th
r
u
56
5
17
58
2
Ri
g
h
t
51
0
51
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
93
7
61
7
15
5
4
21
18
39
95
8
15
9
3
63
5
Peak Hour Begins at 03:45 PM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 6
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Black Cat Road
From North
Chinden Blvd (US 20/26)
From East
Black Cat Road
From South
Chinden Blvd (US 20/26)
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
03:30 PM 03:45 PM 02:45 PM 03:45 PM
+0 mins.1 2 1 0 4 2 200 21 0 223 18 1 9 0 28 13 142 0 0 155
+15 mins.0 0 4 0 4 2 224 22 0 248 9 0 16 0 25 14 99 0 0 113
+30 mins.1 1 0 0 2 0 226 17 0 243 15 0 11 0 26 13 171 0 0 184
+45 mins.6 0 2 0 8 0 253 25 0 278 18 0 13 0 31 11 170 2 0 183
Total Volume 8 3 7 0 18 4 903 85 0 992 60 1 49 0 110 51 582 2 0 635
% App. Total 44.4 16.7 38.9 0 0.4 91 8.6 0 54.5 0.9 44.5 0 8 91.7 0.3 0
PHF .333 .375 .438 .000 .563 .500 .892 .850 .000 .892 .833 .250 .766 .000 .887 .911 .851 .250 .000 .863
General Traffic
% General Traffic 100 100 100 0 100 100 97.7 100 0 97.9 100 100 100 0 100 100 97.1 50 0 97.2
3+ Axle Heavy Trucks
0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 0 17 1 0 18
% 3+ Axle Heavy Trucks
0 0 0 0 0 0 2.3 0 0 2.1 0 0 0 0 0 0 2.9 50 0 2.8
Black Cat Road
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
C
h
i
n
d
e
n
B
l
v
d
(
U
S
2
0
/
2
6
)
Black Cat Road
Right
8
0
8
Thru
3
0
3
Left
7
0
7
Peds
0
0
0
In - Peak Hour: 03:30 PM
18
0
18
R
i
g
h
t
4
0
4
T
h
r
u
8
8
2
2
1
9
0
3
L
e
f
t
8
5
0
8
5
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
9
7
1
2
1
9
9
2
Left
49
0
49
Thru
1
0
1
Right
60
0
60
Peds
0
0
0
In - Peak Hour: 02:45 PM
110
0
110
Le
f
t
1 1 2
Th
r
u
56
5
17
58
2
Ri
g
h
t
51
0
51
Pe
d
s
0 0 0
In
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
61
7
18
63
5
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : Chinden Blvd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 7
Study: KKITT0114
Intersection: Chinden Blvd /Black Cat Rd
City, State: Meridian, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Page 1
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
Gondola Dr E of Black Cat Rd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
Gondola Drive east of Black Cat Rd
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 31-May-18 Total
Time Thu WB EB
12:00 AM ***
12:15 ***
12:30 ***
12:45 ***
01:00 ***
01:15 ***
01:30 ***
01:45 ***
02:00 ***
02:15 ***
02:30 ***
02:45 ***
03:00 1 0 1
03:15 0 0 0
03:30 0 0 0
03:45 0 0 0
04:00 0 0 0
04:15 0 0 0
04:30 0 0 0
04:45 0 0 0
05:00 0 0 0
05:15 0 0 0
05:30 0 0 0
05:45 0 0 0
06:00 0 0 0
06:15 1 4 5
06:30 0 2 2
06:45 1 3 4
07:00 1 3 4
07:15 3 2 5
07:30 0 4 4
07:45 2 0 2
08:00 0 3 3
08:15 6 1 7
08:30 6 3 9
08:45 1 3 4
09:00 4 7 11
09:15 4 2 6
09:30 3 2 5
09:45 4 1 5
10:00 1 3 4
10:15 2 1 3
10:30 1 2 3
10:45 4 0 4
11:00 1 3 4
11:15 5 4 9
11:30 2 6 8
11:45 3 3 6
Total 56 62 118
Percent 47.5% 52.5%
Peak -08:15 11:00 ------08:15
Vol.- 17 16 ------ 31
P.H.F. 0.708 0.571 0.705
Page 2
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
Gondola Dr E of Black Cat Rd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
Gondola Drive east of Black Cat Rd
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 31-May-18 Total
Time Thu WB EB
12:00 PM 0 1 1
12:15 2 2 4
12:30 3 2 5
12:45 2 0 2
01:00 1 0 1
01:15 5 2 7
01:30 1 5 6
01:45 1 0 1
02:00 5 2 7
02:15 1 2 3
02:30 2 4 6
02:45 3 3 6
03:00 0 1 1
03:15 2 1 3
03:30 4 6 10
03:45 6 3 9
04:00 0 0 0
04:15 3 2 5
04:30 2 3 5
04:45 8 1 9
05:00 0 1 1
05:15 2 2 4
05:30 7 0 7
05:45 4 3 7
06:00 3 2 5
06:15 3 4 7
06:30 2 0 2
06:45 2 2 4
07:00 1 1 2
07:15 7 2 9
07:30 4 0 4
07:45 0 0 0
08:00 0 0 0
08:15 1 0 1
08:30 1 0 1
08:45 1 0 1
09:00 0 0 0
09:15 0 0 0
09:30 1 0 1
09:45 0 1 1
10:00 1 1 2
10:15 0 0 0
10:30 1 0 1
10:45 1 1 2
11:00 0 1 1
11:15 0 0 0
11:30 0 0 0
11:45 0 0 0
Total 93 61 154
Percent 60.4% 39.6%
Peak -16:45 14:00 ------17:30
Vol.- 17 11 ------ 26
P.H.F. 0.531 0.550 0.722
Page 3
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
Gondola Dr E of Black Cat Rd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
Gondola Drive east of Black Cat Rd
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 01-Jun-18 Total
Time Fri WB EB
12:00 AM 0 0 0
12:15 0 0 0
12:30 0 0 0
12:45 0 0 0
01:00 0 0 0
01:15 0 0 0
01:30 0 0 0
01:45 0 0 0
02:00 0 0 0
02:15 0 0 0
02:30 0 0 0
02:45 0 0 0
03:00 ***
03:15 ***
03:30 ***
03:45 ***
04:00 ***
04:15 ***
04:30 ***
04:45 ***
05:00 ***
05:15 ***
05:30 ***
05:45 ***
06:00 ***
06:15 ***
06:30 ***
06:45 ***
07:00 ***
07:15 ***
07:30 ***
07:45 ***
08:00 ***
08:15 ***
08:30 ***
08:45 ***
09:00 ***
09:15 ***
09:30 ***
09:45 ***
10:00 ***
10:15 ***
10:30 ***
10:45 ***
11:00 ***
11:15 ***
11:30 ***
11:45 ***
Total 0 0 0
Percent 0.0% 0.0%
Peak ----------
Vol.----------
P.H.F.
Grand
Total 149 123 272
Percent 54.8% 45.2%
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 1
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Groups Printed- General Traffic - 3+ Axle Heavy Trucks
Black Cat Road
From North
McMillan Road
From East
Black Cat Road
From South
McMillan Road
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
07:30 AM 2 44 6 0 52 2 23 12 0 37 31 27 2 0 60 3 35 4 0 42 191
07:45 AM 6 41 3 0 50 0 26 8 0 34 19 26 2 0 47 0 41 1 0 42 173
Total 8 85 9 0 102 2 49 20 0 71 50 53 4 0 107 3 76 5 0 84 364
08:00 AM 1 29 4 0 34 1 28 4 0 33 18 33 6 0 57 1 46 5 0 52 176
08:15 AM 4 29 5 0 38 4 23 7 0 34 9 29 2 0 40 2 18 2 0 22 134
08:30 AM 3 26 6 0 35 5 21 7 0 33 16 26 2 0 44 4 19 2 0 25 137
08:45 AM 5 45 2 0 52 4 19 4 0 27 17 28 4 0 49 5 28 3 0 36 164
Total 13 129 17 0 159 14 91 22 0 127 60 116 14 0 190 12 111 12 0 135 611
09:00 AM 6 26 5 0 37 2 19 3 0 24 7 28 4 0 39 3 18 3 0 24 124
09:15 AM 2 26 4 0 32 1 8 8 0 17 9 22 4 0 35 1 8 1 0 10 94
--------
Total 8 52 9 0 69 3 27 11 0 41 16 50 8 0 74 4 26 4 0 34 218
--------
02:45 PM 5 32 4 0 41 3 35 9 0 47 9 18 3 0 30 0 25 4 0 29 147
Total 5 32 4 0 41 3 35 9 0 47 9 18 3 0 30 0 25 4 0 29 147
03:00 PM 3 29 4 0 36 8 26 14 0 48 17 22 1 0 40 4 13 3 0 20 144
03:15 PM 3 29 3 0 35 6 31 14 0 51 7 26 4 0 37 2 11 2 0 15 138
03:30 PM 3 34 3 0 40 6 28 17 0 51 16 20 4 1 41 2 21 4 0 27 159
03:45 PM 2 34 4 0 40 9 42 18 0 69 18 18 3 0 39 3 16 1 0 20 168
Total 11 126 14 0 151 29 127 63 0 219 58 86 12 1 157 11 61 10 0 82 609
04:00 PM 5 38 3 0 46 4 37 38 0 79 18 25 7 0 50 4 17 3 0 24 199
04:15 PM 6 29 4 0 39 6 43 25 0 74 18 25 3 0 46 5 21 2 1 29 188
04:30 PM 3 34 6 0 43 5 60 19 0 84 25 21 6 0 52 1 29 2 0 32 211
Grand Total 59 525 66 0 650 66 469 207 0 742 254 394 57 1 706 40 366 42 1 449 2547
Apprch %9.1 80.8 10.2 0 8.9 63.2 27.9 0 36 55.8 8.1 0.1 8.9 81.5 9.4 0.2
Total %2.3 20.6 2.6 0 25.5 2.6 18.4 8.1 0 29.1 10 15.5 2.2 0 27.7 1.6 14.4 1.6 0 17.6
General Traffic 59 522 63 0 644 65 463 206 0 734 254 390 55 1 700 40 363 42 1 446 2524
% General Traffic 100 99.4 95.5 0 99.1 98.5 98.7 99.5 0 98.9 100 99 96.5 100 99.2 100 99.2 100 100 99.3 99.1
3+ Axle Heavy Trucks
0 3 3 0 6 1 6 1 0 8 0 4 2 0 6 0 3 0 0 3 23
% 3+ Axle Heavy Trucks
0 0.6 4.5 0 0.9 1.5 1.3 0.5 0 1.1 0 1 3.5 0 0.8 0 0.8 0 0 0.7 0.9
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 2
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Black Cat Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Black Cat Road
Right
59
0
59
Thru
522
3
525
Left
63
3
66
Peds
0
0
0
InOut Total
497 644 1141
5 6 11
502 1152 650
R
i
g
h
t
6
5
1
6
6
T
h
r
u
4
6
3
6
4
6
9
L
e
f
t
2
0
6
1
2
0
7
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
6
8
0
7
3
4
1
4
1
4
6
8
1
4
6
8
6
1
4
2
8
7
4
2
Left
55
2
57
Thru
390
4
394
Right
254
0
254
Peds
1
0
1
Out TotalIn
768 700 1468
4 6 10
772 1478 706
Le
f
t
42
0
42
Th
r
u
36
3
3
36
6
Ri
g
h
t
40
0
40
Pe
d
s
1 0 1
To
t
a
l
Ou
t
In
57
7
44
6
10
2
3
8
3
11
58
5
10
3
4
44
9
5/31/2018 07:30 AM
5/31/2018 04:30 PM
General Traffic
3+ Axle Heavy Trucks
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 3
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Black Cat Road
From North
McMillan Road
From East
Black Cat Road
From South
McMillan Road
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:30 AM
07:30 AM 2 44 6 0 52 2 23 12 0 37 31 27 2 0 60 3 35 4 0 42 191
07:45 AM 6 41 3 0 50 0 26 8 0 34 19 26 2 0 47 0 41 1 0 42 173
08:00 AM 1 29 4 0 34 1 28 4 0 33 18 33 6 0 57 1 46 5 0 52 176
08:15 AM 4 29 5 0 38 4 23 7 0 34 9 29 2 0 40 2 18 2 0 22 134
Total Volume 13 143 18 0 174 7 100 31 0 138 77 115 12 0 204 6 140 12 0 158 674
% App. Total 7.5 82.2 10.3 0 5.1 72.5 22.5 0 37.7 56.4 5.9 0 3.8 88.6 7.6 0
PHF .542 .813 .750 .000 .837 .438 .893 .646 .000 .932 .621 .871 .500 .000 .850 .500 .761 .600 .000 .760 .882
General Traffic
% General Traffic 100 100 100 0 100 100 97.0 100 0 97.8 100 97.4 91.7 0 98.0 100 99.3 100 0 99.4 98.8
3+ Axle Heavy Trucks
0 0 0 0 0 0 3 0 0 3 0 3 1 0 4 0 1 0 0 1 8
% 3+ Axle Heavy Trucks
0 0 0 0 0 0 3.0 0 0 2.2 0 2.6 8.3 0 2.0 0 0.7 0 0 0.6 1.2
Black Cat Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Black Cat Road
Right
13
0
13
Thru
143
0
143
Left
18
0
18
Peds
0
0
0
InOut Total
131 174 305
3 0 3
134 308 174
R
i
g
h
t
7
0
7
T
h
r
u
9
7
3
1
0
0
L
e
f
t
3
1
0
3
1
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
2
3
4
1
3
5
3
6
9
1
3
4
2
3
5
3
7
3
1
3
8
Left
11
1
12
Thru
112
3
115
Right
77
0
77
Peds
0
0
0
Out TotalIn
180 200 380
0 4 4
180 384 204
Le
f
t
12
0
12
Th
r
u
13
9
1
14
0
Ri
g
h
t
6 0 6
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
12
1
15
7
27
8
4
1
5
12
5
28
3
15
8
Peak Hour Begins at 07:30 AM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 4
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Black Cat Road
From North
McMillan Road
From East
Black Cat Road
From South
McMillan Road
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
07:30 AM 07:30 AM 07:30 AM 07:30 AM
+0 mins.2 44 6 0 52 2 23 12 0 37 31 27 2 0 60 3 35 4 0 42
+15 mins.6 41 3 0 50 0 26 8 0 34 19 26 2 0 47 0 41 1 0 42
+30 mins.1 29 4 0 34 1 28 4 0 33 18 33 6 0 57 1 46 5 0 52
+45 mins.4 29 5 0 38 4 23 7 0 34 9 29 2 0 40 2 18 2 0 22
Total Volume 13 143 18 0 174 7 100 31 0 138 77 115 12 0 204 6 140 12 0 158
% App. Total 7.5 82.2 10.3 0 5.1 72.5 22.5 0 37.7 56.4 5.9 0 3.8 88.6 7.6 0
PHF .542 .813 .750 .000 .837 .438 .893 .646 .000 .932 .621 .871 .500 .000 .850 .500 .761 .600 .000 .760
General Traffic
% General Traffic 100 100 100 0 100 100 97 100 0 97.8 100 97.4 91.7 0 98 100 99.3 100 0 99.4
3+ Axle Heavy Trucks
0 0 0 0 0 0 3 0 0 3 0 3 1 0 4 0 1 0 0 1
% 3+ Axle Heavy Trucks
0 0 0 0 0 0 3 0 0 2.2 0 2.6 8.3 0 2 0 0.7 0 0 0.6
Black Cat Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Black Cat Road
Right
13
0
13
Thru
143
0
143
Left
18
0
18
Peds
0
0
0
In - Peak Hour: 07:30 AM
174
0
174
R
i
g
h
t
7
0
7
T
h
r
u
9
7
3
1
0
0
L
e
f
t
3
1
0
3
1
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
7
:
3
0
A
M
1
3
5
3
1
3
8
Left
11
1
12
Thru
112
3
115
Right
77
0
77
Peds
0
0
0
In - Peak Hour: 07:30 AM
200
4
204
Le
f
t
12
0
12
Th
r
u
13
9
1
14
0
Ri
g
h
t
6 0 6
Pe
d
s
0 0 0
In
-
P
e
a
k
H
o
u
r
:
0
7
:
3
0
A
M
15
7
1
15
8
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 5
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Black Cat Road
From North
McMillan Road
From East
Black Cat Road
From South
McMillan Road
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 2 34 4 0 40 9 42 18 0 69 18 18 3 0 39 3 16 1 0 20 168
04:00 PM 5 38 3 0 46 4 37 38 0 79 18 25 7 0 50 4 17 3 0 24 199
04:15 PM 6 29 4 0 39 6 43 25 0 74 18 25 3 0 46 5 21 2 1 29 188
04:30 PM 3 34 6 0 43 5 60 19 0 84 25 21 6 0 52 1 29 2 0 32 211
Total Volume 16 135 17 0 168 24 182 100 0 306 79 89 19 0 187 13 83 8 1 105 766
% App. Total 9.5 80.4 10.1 0 7.8 59.5 32.7 0 42.2 47.6 10.2 0 12.4 79 7.6 1
PHF .667 .888 .708 .000 .913 .667 .758 .658 .000 .911 .790 .890 .679 .000 .899 .650 .716 .667 .250 .820 .908
General Traffic
% General Traffic 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100 100 98.8 100 100 99.0 99.9
3+ Axle Heavy Trucks
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1
% 3+ Axle Heavy Trucks
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.2 0 0 1.0 0.1
Black Cat Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Black Cat Road
Right
16
0
16
Thru
135
0
135
Left
17
0
17
Peds
0
0
0
InOut Total
121 168 289
0 0 0
121 289 168
R
i
g
h
t
2
4
0
2
4
T
h
r
u
1
8
2
0
1
8
2
L
e
f
t
1
0
0
0
1
0
0
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
1
7
8
3
0
6
4
8
4
1
0
1
1
7
9
4
8
5
3
0
6
Left
19
0
19
Thru
89
0
89
Right
79
0
79
Peds
0
0
0
Out TotalIn
248 187 435
0 0 0
248 435 187
Le
f
t
8 0 8
Th
r
u
82
1
83
Ri
g
h
t
13
0
13
Pe
d
s
1 0 1
To
t
a
l
Ou
t
In
21
7
10
4
32
1
0
1
1
21
7
32
2
10
5
Peak Hour Begins at 03:45 PM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 6
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Black Cat Road
From North
McMillan Road
From East
Black Cat Road
From South
McMillan Road
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
03:45 PM 03:45 PM 03:45 PM 03:45 PM
+0 mins.2 34 4 0 40 9 42 18 0 69 18 18 3 0 39 3 16 1 0 20
+15 mins.5 38 3 0 46 4 37 38 0 79 18 25 7 0 50 4 17 3 0 24
+30 mins.6 29 4 0 39 6 43 25 0 74 18 25 3 0 46 5 21 2 1 29
+45 mins.3 34 6 0 43 5 60 19 0 84 25 21 6 0 52 1 29 2 0 32
Total Volume 16 135 17 0 168 24 182 100 0 306 79 89 19 0 187 13 83 8 1 105
% App. Total 9.5 80.4 10.1 0 7.8 59.5 32.7 0 42.2 47.6 10.2 0 12.4 79 7.6 1
PHF .667 .888 .708 .000 .913 .667 .758 .658 .000 .911 .790 .890 .679 .000 .899 .650 .716 .667 .250 .820
General Traffic
% General Traffic 100 100 100 0 100 100 100 100 0 100 100 100 100 0 100 100 98.8 100 100 99
3+ Axle Heavy Trucks
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1
% 3+ Axle Heavy Trucks
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1.2 0 0 1
Black Cat Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Black Cat Road
Right
16
0
16
Thru
135
0
135
Left
17
0
17
Peds
0
0
0
In - Peak Hour: 03:45 PM
168
0
168
R
i
g
h
t
2
4
0
2
4
T
h
r
u
1
8
2
0
1
8
2
L
e
f
t
1
0
0
0
1
0
0
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
3
0
6
0
3
0
6
Left
19
0
19
Thru
89
0
89
Right
79
0
79
Peds
0
0
0
In - Peak Hour: 03:45 PM
187
0
187
Le
f
t
8 0 8
Th
r
u
82
1
83
Ri
g
h
t
13
0
13
Pe
d
s
1 0 1
In
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
10
4
1
10
5
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Black Cat Rd
Site Code : 00000000
Start Date : 5/31/2018
Page No : 7
Study: KKITT0114
Intersection: McMillan Rd /Black Cat Rd
City, State: Meridian, Idaho
Control: All Stop
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 1
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Groups Printed- General Traffic - 3+ Axle Heavy Trucks
Ten Mile Road
From North
McMillan Road
From East
Ten Mile Road
From South
McMillan Road
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
07:30 AM 2 116 6 0 124 5 28 41 0 74 23 71 8 0 102 12 31 7 0 50 350
07:45 AM 8 120 6 0 134 5 31 26 0 62 24 85 11 0 120 8 33 14 0 55 371
Total 10 236 12 0 258 10 59 67 0 136 47 156 19 0 222 20 64 21 0 105 721
08:00 AM 7 82 9 1 99 8 25 31 0 64 14 73 10 0 97 8 38 7 0 53 313
08:15 AM 1 96 11 0 108 7 23 27 0 57 11 65 15 1 92 3 23 6 1 33 290
08:30 AM 6 108 7 0 121 3 29 25 0 57 22 87 18 0 127 7 39 8 0 54 359
08:45 AM 4 101 18 0 123 7 31 32 0 70 20 77 17 0 114 9 31 11 1 52 359
Total 18 387 45 1 451 25 108 115 0 248 67 302 60 1 430 27 131 32 2 192 1321
09:00 AM 3 101 20 0 124 4 28 24 0 56 16 66 21 0 103 13 18 8 1 40 323
09:15 AM 6 89 22 0 117 7 27 23 0 57 17 65 13 1 96 12 33 10 1 56 326
--------
Total 9 190 42 0 241 11 55 47 0 113 33 131 34 1 199 25 51 18 2 96 649
--------
02:45 PM 6 77 24 0 107 5 53 35 0 93 34 85 34 0 153 5 26 7 0 38 391
Total 6 77 24 0 107 5 53 35 0 93 34 85 34 0 153 5 26 7 0 38 391
03:00 PM 4 104 27 1 136 16 39 23 1 79 23 108 33 0 164 10 26 7 0 43 422
03:15 PM 5 97 20 0 122 7 44 30 1 82 28 94 41 0 163 14 24 9 1 48 415
03:30 PM 4 110 32 0 146 8 66 23 0 97 28 100 28 0 156 14 29 6 0 49 448
03:45 PM 9 88 32 0 129 12 46 29 1 88 27 119 38 0 184 6 26 7 0 39 440
Total 22 399 111 1 533 43 195 105 3 346 106 421 140 0 667 44 105 29 1 179 1725
04:00 PM 4 99 39 0 142 13 74 46 0 133 25 156 52 1 234 11 31 11 1 54 563
04:15 PM 3 87 35 0 125 11 53 24 0 88 34 113 42 0 189 7 31 8 0 46 448
04:30 PM 4 103 19 0 126 9 65 33 0 107 39 142 40 0 221 9 31 4 0 44 498
Grand Total 76 1578 327 2 1983 127 662 472 3 1264 385 1506 421 3 2315 148 470 130 6 754 6316
Apprch %3.8 79.6 16.5 0.1 10 52.4 37.3 0.2 16.6 65.1 18.2 0.1 19.6 62.3 17.2 0.8
Total %1.2 25 5.2 0 31.4 2 10.5 7.5 0 20 6.1 23.8 6.7 0 36.7 2.3 7.4 2.1 0.1 11.9
General Traffic 75 1527 323 2 1927 127 657 468 3 1255 385 1455 415 3 2258 142 467 124 4 737 6177
% General Traffic 98.7 96.8 98.8 100 97.2 100 99.2 99.2 100 99.3 100 96.6 98.6 100 97.5 95.9 99.4 95.4 66.7 97.7 97.8
3+ Axle Heavy Trucks
1 51 4 0 56 0 5 4 0 9 0 51 6 0 57 6 3 6 2 17 139
% 3+ Axle Heavy Trucks
1.3 3.2 1.2 0 2.8 0 0.8 0.8 0 0.7 0 3.4 1.4 0 2.5 4.1 0.6 4.6 33.3 2.3 2.2
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 2
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Ten Mile Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Ten Mile Road
Right
75
1
76
Thru
1527
51
1578
Left
323
4
327
Peds
2
0
2
InOut Total
1706 1927 3633
57 56 113
1763 3746 1983
R
i
g
h
t
1
2
7
0
1
2
7
T
h
r
u
6
5
7
5
6
6
2
L
e
f
t
4
6
8
4
4
7
2
P
e
d
s
3
0
3
O
u
t
T
o
t
a
l
I
n
1
1
7
5
1
2
5
5
2
4
3
0
7
9
1
6
1
1
8
2
2
4
4
6
1
2
6
4
Left
415
6
421
Thru
1455
51
1506
Right
385
0
385
Peds
3
0
3
Out TotalIn
2137 2258 4395
61 57 118
2198 4513 2315
Le
f
t
12
4
6
13
0
Th
r
u
46
7
3
47
0
Ri
g
h
t
14
2
6
14
8
Pe
d
s
4 2 6
To
t
a
l
Ou
t
In
11
4
7
73
7
18
8
4
12
17
29
11
5
9
19
1
3
75
4
8/1/2018 07:30 AM
8/1/2018 04:30 PM
General Traffic
3+ Axle Heavy Trucks
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 3
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Ten Mile Road
From North
McMillan Road
From East
Ten Mile Road
From South
McMillan Road
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 6 108 7 0 121 3 29 25 0 57 22 87 18 0 127 7 39 8 0 54 359
08:45 AM 4 101 18 0 123 7 31 32 0 70 20 77 17 0 114 9 31 11 1 52 359
09:00 AM 3 101 20 0 124 4 28 24 0 56 16 66 21 0 103 13 18 8 1 40 323
09:15 AM 6 89 22 0 117 7 27 23 0 57 17 65 13 1 96 12 33 10 1 56 326
Total Volume 19 399 67 0 485 21 115 104 0 240 75 295 69 1 440 41 121 37 3 202 1367
% App. Total 3.9 82.3 13.8 0 8.8 47.9 43.3 0 17 67 15.7 0.2 20.3 59.9 18.3 1.5
PHF .792 .924 .761 .000 .978 .750 .927 .813 .000 .857 .852 .848 .821 .250 .866 .788 .776 .841 .750 .902 .952
General Traffic
% General Traffic 100 95.0 97.0 0 95.5 100 99.1 98.1 0 98.8 100 93.9 98.6 100 95.7 95.1 99.2 97.3 100 98.0 96.5
3+ Axle Heavy Trucks
0 20 2 0 22 0 1 2 0 3 0 18 1 0 19 2 1 1 0 4 48
% 3+ Axle Heavy Trucks
0 5.0 3.0 0 4.5 0 0.9 1.9 0 1.3 0 6.1 1.4 0 4.3 4.9 0.8 2.7 0 2.0 3.5
Ten Mile Road
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Ten Mile Road
Right
19
0
19
Thru
379
20
399
Left
65
2
67
Peds
0
0
0
InOut Total
334 463 797
19 22 41
353 838 485
R
i
g
h
t
2
1
0
2
1
T
h
r
u
1
1
4
1
1
1
5
L
e
f
t
1
0
2
2
1
0
4
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
2
6
0
2
3
7
4
9
7
3
3
6
2
6
3
5
0
3
2
4
0
Left
68
1
69
Thru
277
18
295
Right
75
0
75
Peds
1
0
1
Out TotalIn
520 421 941
24 19 43
544 984 440
Le
f
t
36
1
37
Th
r
u
12
0
1
12
1
Ri
g
h
t
39
2
41
Pe
d
s
3 0 3
To
t
a
l
Ou
t
In
20
1
19
8
39
9
2
4
6
20
3
40
5
20
2
Peak Hour Begins at 08:30 AM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 4
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Ten Mile Road
From North
McMillan Road
From East
Ten Mile Road
From South
McMillan Road
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:30 AM 07:30 AM 08:30 AM 08:30 AM+0 mins.6 108 7 0 121 5 28 41 0 74 22 87 18 0 127 7 39 8 0 54
+15 mins.4 101 18 0 123 5 31 26 0 62 20 77 17 0 114 9 31 11 1 52
+30 mins.3 101 20 0 124 8 25 31 0 64 16 66 21 0 103 13 18 8 1 40
+45 mins.6 89 22 0 117 7 23 27 0 57 17 65 13 1 96 12 33 10 1 56
Total Volume 19 399 67 0 485 25 107 125 0 257 75 295 69 1 440 41 121 37 3 202
% App. Total 3.9 82.3 13.8 0 9.7 41.6 48.6 0 17 67 15.7 0.2 20.3 59.9 18.3 1.5
PHF .792 .924 .761 .000 .978 .781 .863 .762 .000 .868 .852 .848 .821 .250 .866 .788 .776 .841 .750 .902
General Traffic
% General Traffic 100 95 97 0 95.5 100 99.1 100 0 99.6 100 93.9 98.6 100 95.7 95.1 99.2 97.3 100 98
3+ Axle Heavy Trucks
0 20 2 0 22 0 1 0 0 1 0 18 1 0 19 2 1 1 0 4
% 3+ Axle Heavy Trucks
0 5 3 0 4.5 0 0.9 0 0 0.4 0 6.1 1.4 0 4.3 4.9 0.8 2.7 0 2
Ten Mile Road
M
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M
i
l
l
a
n
R
o
a
d
M
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M
i
l
l
a
n
R
o
a
d
Ten Mile Road
Right
19
0
19
Thru
379
20
399
Left
65
2
67
Peds
0
0
0
In - Peak Hour: 08:30 AM
463
22
485
R
i
g
h
t
2
5
0
2
5
T
h
r
u
1
0
6
1
1
0
7
L
e
f
t
1
2
5
0
1
2
5
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
7
:
3
0
A
M
2
5
6
1
2
5
7
Left
68
1
69
Thru
277
18
295
Right
75
0
75
Peds
1
0
1
In - Peak Hour: 08:30 AM
421
19
440
Le
f
t
36
1
37
Th
r
u
12
0
1
12
1
Ri
g
h
t
39
2
41
Pe
d
s
3 0 3
In
-
P
e
a
k
H
o
u
r
:
0
8
:
3
0
A
M
19
8
4
20
2
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 5
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Ten Mile Road
From North
McMillan Road
From East
Ten Mile Road
From South
McMillan Road
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 9 88 32 0 129 12 46 29 1 88 27 119 38 0 184 6 26 7 0 39 440
04:00 PM 4 99 39 0 142 13 74 46 0 133 25 156 52 1 234 11 31 11 1 54 563
04:15 PM 3 87 35 0 125 11 53 24 0 88 34 113 42 0 189 7 31 8 0 46 448
04:30 PM 4 103 19 0 126 9 65 33 0 107 39 142 40 0 221 9 31 4 0 44 498
Total Volume 20 377 125 0 522 45 238 132 1 416 125 530 172 1 828 33 119 30 1 183 1949
% App. Total 3.8 72.2 23.9 0 10.8 57.2 31.7 0.2 15.1 64 20.8 0.1 18 65 16.4 0.5
PHF .556 .915 .801 .000 .919 .865 .804 .717 .250 .782 .801 .849 .827 .250 .885 .750 .960 .682 .250 .847 .865
General Traffic
% General Traffic 100 97.9 100 0 98.5 100 99.2 100 100 99.5 100 99.1 100 100 99.4 100 100 93.3 0 98.4 99.1
3+ Axle Heavy Trucks
0 8 0 0 8 0 2 0 0 2 0 5 0 0 5 0 0 2 1 3 18
% 3+ Axle Heavy Trucks
0 2.1 0 0 1.5 0 0.8 0 0 0.5 0 0.9 0 0 0.6 0 0 6.7 100 1.6 0.9
Ten Mile Road
M
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M
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l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Ten Mile Road
Right
20
0
20
Thru
369
8
377
Left
125
0
125
Peds
0
0
0
InOut Total
598 514 1112
7 8 15
605 1127 522
R
i
g
h
t
4
5
0
4
5
T
h
r
u
2
3
6
2
2
3
8
L
e
f
t
1
3
2
0
1
3
2
P
e
d
s
1
0
1
O
u
t
T
o
t
a
l
I
n
3
6
9
4
1
4
7
8
3
0
2
2
3
6
9
7
8
5
4
1
6
Left
172
0
172
Thru
525
5
530
Right
125
0
125
Peds
1
0
1
Out TotalIn
534 823 1357
8 5 13
542 1370 828
Le
f
t
28
2
30
Th
r
u
11
9
0
11
9
Ri
g
h
t
33
0
33
Pe
d
s
0 1 1
To
t
a
l
Ou
t
In
42
8
18
0
60
8
2
3
5
43
0
61
3
18
3
Peak Hour Begins at 03:45 PM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 6
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Ten Mile Road
From North
McMillan Road
From East
Ten Mile Road
From South
McMillan Road
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
03:30 PM 03:45 PM 03:45 PM 03:15 PM+0 mins.4 110 32 0 146 12 46 29 1 88 27 119 38 0 184 14 24 9 1 48
+15 mins.9 88 32 0 129 13 74 46 0 133 25 156 52 1 234 14 29 6 0 49
+30 mins.4 99 39 0 142 11 53 24 0 88 34 113 42 0 189 6 26 7 0 39
+45 mins.3 87 35 0 125 9 65 33 0 107 39 142 40 0 221 11 31 11 1 54
Total Volume 20 384 138 0 542 45 238 132 1 416 125 530 172 1 828 45 110 33 2 190
% App. Total 3.7 70.8 25.5 0 10.8 57.2 31.7 0.2 15.1 64 20.8 0.1 23.7 57.9 17.4 1.1
PHF .556 .873 .885 .000 .928 .865 .804 .717 .250 .782 .801 .849 .827 .250 .885 .804 .887 .750 .500 .880
General Traffic
% General Traffic 100 97.7 100 0 98.3 100 99.2 100 100 99.5 100 99.1 100 100 99.4 97.8 99.1 97 0 97.4
3+ Axle Heavy Trucks
0 9 0 0 9 0 2 0 0 2 0 5 0 0 5 1 1 1 2 5
% 3+ Axle Heavy Trucks
0 2.3 0 0 1.7 0 0.8 0 0 0.5 0 0.9 0 0 0.6 2.2 0.9 3 100 2.6
Ten Mile Road
M
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M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
Ten Mile Road
Right
20
0
20
Thru
375
9
384
Left
138
0
138
Peds
0
0
0
In - Peak Hour: 03:30 PM
533
9
542
R
i
g
h
t
4
5
0
4
5
T
h
r
u
2
3
6
2
2
3
8
L
e
f
t
1
3
2
0
1
3
2
P
e
d
s
1
0
1
I
n
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
4
1
4
2
4
1
6
Left
172
0
172
Thru
525
5
530
Right
125
0
125
Peds
1
0
1
In - Peak Hour: 03:45 PM
823
5
828
Le
f
t
32
1
33
Th
r
u
10
9
1
11
0
Ri
g
h
t
44
1
45
Pe
d
s
0 2 2
In
-
P
e
a
k
H
o
u
r
:
0
3
:
1
5
P
M
18
5
5
19
0
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Ten Mile Rd
Site Code : 00000000
Start Date : 8/1/2018
Page No : 7
Study: KITT0120
Intersection: Ten Mile Rd / McMillan Rd
City, State: Meridian, Idaho
Control: Signalized
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 1
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Groups Printed- General Traffic - 3+ Axle Heavy Trucks
Vito Way
From North
McMillan Road
From East
New Access
From South
McMillan Road
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
07:30 AM 0 1 3 0 4 1 25 2 0 28 0 1 1 0 2 1 48 0 0 49 83
07:45 AM 1 0 4 0 5 0 41 0 1 42 1 0 0 0 1 0 52 0 0 52 100
Total 1 1 7 0 9 1 66 2 1 70 1 1 1 0 3 1 100 0 0 101 183
08:00 AM 0 1 5 0 6 5 21 1 0 27 0 0 0 0 0 1 46 0 0 47 80
08:15 AM 0 2 3 0 5 2 21 3 0 26 1 1 1 0 3 0 31 1 0 32 66
08:30 AM 1 0 5 0 6 7 28 2 0 37 0 0 2 0 2 1 51 0 0 52 97
08:45 AM 0 1 9 0 10 8 28 0 0 36 1 3 1 0 5 3 51 0 0 54 105
Total 1 4 22 0 27 22 98 6 0 126 2 4 4 0 10 5 179 1 0 185 348
09:00 AM 0 1 8 0 9 4 18 0 0 22 2 1 0 0 3 0 27 0 0 27 61
09:15 AM 0 0 6 0 6 7 27 1 0 35 1 1 0 0 2 0 45 1 0 46 89
--------
Total 0 1 14 0 15 11 45 1 0 57 3 2 0 0 5 0 72 1 0 73 150
--------
02:45 PM 0 0 8 0 8 6 64 1 0 71 2 2 3 0 7 0 35 0 0 35 121
Total 0 0 8 0 8 6 64 1 0 71 2 2 3 0 7 0 35 0 0 35 121
03:00 PM 0 2 9 0 11 7 32 1 0 40 1 2 0 0 3 1 34 1 0 36 90
03:15 PM 0 2 3 0 5 4 39 1 0 44 0 1 0 0 1 0 38 0 0 38 88
03:30 PM 0 0 4 0 4 7 55 1 0 63 2 1 0 0 3 0 42 0 0 42 112
03:45 PM 0 0 8 0 8 4 55 2 0 61 1 0 0 0 1 0 35 0 0 35 105
Total 0 4 24 0 28 22 181 5 0 208 4 4 0 0 8 1 149 1 0 151 395
04:00 PM 1 0 7 0 8 9 62 0 0 71 1 0 1 0 2 1 33 0 0 34 115
04:15 PM 0 1 4 0 5 2 76 0 0 78 1 2 1 0 4 0 41 1 0 42 129
04:30 PM 2 0 3 0 5 11 72 0 0 83 0 0 1 0 1 0 56 1 0 57 146
Grand Total 5 11 89 0 105 84 664 15 1 764 14 15 11 0 40 8 665 5 0 678 1587
Apprch %4.8 10.5 84.8 0 11 86.9 2 0.1 35 37.5 27.5 0 1.2 98.1 0.7 0
Total %0.3 0.7 5.6 0 6.6 5.3 41.8 0.9 0.1 48.1 0.9 0.9 0.7 0 2.5 0.5 41.9 0.3 0 42.7
General Traffic 5 10 88 0 103 82 661 8 1 752 12 14 7 0 33 7 659 5 0 671 1559
% General Traffic 100 90.9 98.9 0 98.1 97.6 99.5 53.3 100 98.4 85.7 93.3 63.6 0 82.5 87.5 99.1 100 0 99 98.2
3+ Axle Heavy Trucks
0 1 1 0 2 2 3 7 0 12 2 1 4 0 7 1 6 0 0 7 28
% 3+ Axle Heavy Trucks
0 9.1 1.1 0 1.9 2.4 0.5 46.7 0 1.6 14.3 6.7 36.4 0 17.5 12.5 0.9 0 0 1 1.8
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 2
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Vito Way
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
New Access
Right
5
0
5
Thru
10
1
11
Left
88
1
89
Peds
0
0
0
InOut Total
101 103 204
3 2 5
104 209 105
R
i
g
h
t
8
2
2
8
4
T
h
r
u
6
6
1
3
6
6
4
L
e
f
t
8
7
1
5
P
e
d
s
1
0
1
O
u
t
T
o
t
a
l
I
n
7
5
9
7
5
2
1
5
1
1
9
1
2
2
1
7
6
8
1
5
3
2
7
6
4
Left
7
4
11
Thru
14
1
15
Right
12
2
14
Peds
0
0
0
Out TotalIn
25 33 58
9 7 16
34 74 40
Le
f
t
5 0 5
Th
r
u
65
9
6
66
5
Ri
g
h
t
7 1 8
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
67
3
67
1
13
4
4
7
7
14
68
0
13
5
8
67
8
8/1/2018 07:30 AM
8/1/2018 04:30 PM
General Traffic
3+ Axle Heavy Trucks
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 3
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Vito Way
From North
McMillan Road
From East
New Access
From South
McMillan Road
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 08:30 AM
08:30 AM 1 0 5 0 6 7 28 2 0 37 0 0 2 0 2 1 51 0 0 52 97
08:45 AM 0 1 9 0 10 8 28 0 0 36 1 3 1 0 5 3 51 0 0 54 105
09:00 AM 0 1 8 0 9 4 18 0 0 22 2 1 0 0 3 0 27 0 0 27 61
09:15 AM 0 0 6 0 6 7 27 1 0 35 1 1 0 0 2 0 45 1 0 46 89
Total Volume 1 2 28 0 31 26 101 3 0 130 4 5 3 0 12 4 174 1 0 179 352
% App. Total 3.2 6.5 90.3 0 20 77.7 2.3 0 33.3 41.7 25 0 2.2 97.2 0.6 0
PHF .250 .500 .778 .000 .775 .813 .902 .375 .000 .878 .500 .417 .375 .000 .600 .333 .853 .250 .000 .829 .838
General Traffic
% General Traffic 100 100 96.4 0 96.8 100 100 66.7 0 99.2 75.0 100 66.7 0 83.3 75.0 100 100 0 99.4 98.6
3+ Axle Heavy Trucks
0 0 1 0 1 0 0 1 0 1 1 0 1 0 2 1 0 0 0 1 5
% 3+ Axle Heavy Trucks
0 0 3.6 0 3.2 0 0 33.3 0 0.8 25.0 0 33.3 0 16.7 25.0 0 0 0 0.6 1.4
Vito Way
M
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M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
New Access
Right
1
0
1
Thru
2
0
2
Left
27
1
28
Peds
0
0
0
InOut Total
32 30 62
0 1 1
32 63 31
R
i
g
h
t
2
6
0
2
6
T
h
r
u
1
0
1
0
1
0
1
L
e
f
t
2
1
3
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
2
0
4
1
2
9
3
3
3
2
1
3
2
0
6
3
3
6
1
3
0
Left
2
1
3
Thru
5
0
5
Right
3
1
4
Peds
0
0
0
Out TotalIn
7 10 17
2 2 4
9 21 12
Le
f
t
1 0 1
Th
r
u
17
4
0
17
4
Ri
g
h
t
3 1 4
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
10
4
17
8
28
2
1
1
2
10
5
28
4
17
9
Peak Hour Begins at 08:30 AM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 4
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Vito Way
From North
McMillan Road
From East
New Access
From South
McMillan Road
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 07:30 AM to 11:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
08:30 AM 07:45 AM 08:15 AM 08:00 AM+0 mins.1 0 5 0 6 0 41 0 1 42 1 1 1 0 3 1 46 0 0 47
+15 mins.0 1 9 0 10 5 21 1 0 27 0 0 2 0 2 0 31 1 0 32
+30 mins.0 1 8 0 9 2 21 3 0 26 1 3 1 0 5 1 51 0 0 52
+45 mins.0 0 6 0 6 7 28 2 0 37 2 1 0 0 3 3 51 0 0 54
Total Volume 1 2 28 0 31 14 111 6 1 132 4 5 4 0 13 5 179 1 0 185
% App. Total 3.2 6.5 90.3 0 10.6 84.1 4.5 0.8 30.8 38.5 30.8 0 2.7 96.8 0.5 0
PHF .250 .500 .778 .000 .775 .500 .677 .500 .250 .786 .500 .417 .500 .000 .650 .417 .877 .250 .000 .856
General Traffic
% General Traffic 100 100 96.4 0 96.8 100 99.1 33.3 100 96.2 50 100 50 0 69.2 80 99.4 100 0 98.9
3+ Axle Heavy Trucks
0 0 1 0 1 0 1 4 0 5 2 0 2 0 4 1 1 0 0 2
% 3+ Axle Heavy Trucks
0 0 3.6 0 3.2 0 0.9 66.7 0 3.8 50 0 50 0 30.8 20 0.6 0 0 1.1
Vito Way
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
New Access
Right
1
0
1
Thru
2
0
2
Left
27
1
28
Peds
0
0
0
In - Peak Hour: 08:30 AM
30
1
31
R
i
g
h
t
1
4
0
1
4
T
h
r
u
1
1
0
1
1
1
1
L
e
f
t
2
4
6
P
e
d
s
1
0
1
I
n
-
P
e
a
k
H
o
u
r
:
0
7
:
4
5
A
M
1
2
7
5
1
3
2
Left
2
2
4
Thru
5
0
5
Right
2
2
4
Peds
0
0
0
In - Peak Hour: 08:15 AM
9
4
13
Le
f
t
1 0 1
Th
r
u
17
8
1
17
9
Ri
g
h
t
4 1 5
Pe
d
s
0 0 0
In
-
P
e
a
k
H
o
u
r
:
0
8
:
0
0
A
M
18
3
2
18
5
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 5
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Vito Way
From North
McMillan Road
From East
New Access
From South
McMillan Road
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 0 8 0 8 4 55 2 0 61 1 0 0 0 1 0 35 0 0 35 105
04:00 PM 1 0 7 0 8 9 62 0 0 71 1 0 1 0 2 1 33 0 0 34 115
04:15 PM 0 1 4 0 5 2 76 0 0 78 1 2 1 0 4 0 41 1 0 42 129
04:30 PM 2 0 3 0 5 11 72 0 0 83 0 0 1 0 1 0 56 1 0 57 146
Total Volume 3 1 22 0 26 26 265 2 0 293 3 2 3 0 8 1 165 2 0 168 495
% App. Total 11.5 3.8 84.6 0 8.9 90.4 0.7 0 37.5 25 37.5 0 0.6 98.2 1.2 0
PHF .375 .250 .688 .000 .813 .591 .872 .250 .000 .883 .750 .250 .750 .000 .500 .250 .737 .500 .000 .737 .848
General Traffic
% General Traffic 100 100 100 0 100 96.2 99.2 50.0 0 98.6 100 100 66.7 0 87.5 100 99.4 100 0 99.4 98.8
3+ Axle Heavy Trucks
0 0 0 0 0 1 2 1 0 4 0 0 1 0 1 0 1 0 0 1 6
% 3+ Axle Heavy Trucks
0 0 0 0 0 3.8 0.8 50.0 0 1.4 0 0 33.3 0 12.5 0 0.6 0 0 0.6 1.2
Vito Way
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
New Access
Right
3
0
3
Thru
1
0
1
Left
22
0
22
Peds
0
0
0
InOut Total
29 26 55
1 0 1
30 56 26
R
i
g
h
t
2
5
1
2
6
T
h
r
u
2
6
3
2
2
6
5
L
e
f
t
1
1
2
P
e
d
s
0
0
0
O
u
t
T
o
t
a
l
I
n
1
8
9
2
8
9
4
7
8
1
4
5
1
9
0
4
8
3
2
9
3
Left
2
1
3
Thru
2
0
2
Right
3
0
3
Peds
0
0
0
Out TotalIn
3 7 10
1 1 2
4 12 8
Le
f
t
2 0 2
Th
r
u
16
4
1
16
5
Ri
g
h
t
1 0 1
Pe
d
s
0 0 0
To
t
a
l
Ou
t
In
26
8
16
7
43
5
3
1
4
27
1
43
9
16
8
Peak Hour Begins at 03:45 PM
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 6
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Vito Way
From North
McMillan Road
From East
New Access
From South
McMillan Road
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 PM to 04:30 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
02:45 PM 03:45 PM 02:45 PM 03:45 PM+0 mins.0 0 8 0 8 4 55 2 0 61 2 2 3 0 7 0 35 0 0 35
+15 mins.0 2 9 0 11 9 62 0 0 71 1 2 0 0 3 1 33 0 0 34
+30 mins.0 2 3 0 5 2 76 0 0 78 0 1 0 0 1 0 41 1 0 42
+45 mins.0 0 4 0 4 11 72 0 0 83 2 1 0 0 3 0 56 1 0 57
Total Volume 0 4 24 0 28 26 265 2 0 293 5 6 3 0 14 1 165 2 0 168
% App. Total 0 14.3 85.7 0 8.9 90.4 0.7 0 35.7 42.9 21.4 0 0.6 98.2 1.2 0
PHF .000 .500 .667 .000 .636 .591 .872 .250 .000 .883 .625 .750 .250 .000 .500 .250 .737 .500 .000 .737
General Traffic
% General Traffic 0 75 100 0 96.4 96.2 99.2 50 0 98.6 100 83.3 66.7 0 85.7 100 99.4 100 0 99.4
3+ Axle Heavy Trucks
0 1 0 0 1 1 2 1 0 4 0 1 1 0 2 0 1 0 0 1
% 3+ Axle Heavy Trucks
0 25 0 0 3.6 3.8 0.8 50 0 1.4 0 16.7 33.3 0 14.3 0 0.6 0 0 0.6
Vito Way
M
c
M
i
l
l
a
n
R
o
a
d
M
c
M
i
l
l
a
n
R
o
a
d
New Access
Right
0
0
0
Thru
3
1
4
Left
24
0
24
Peds
0
0
0
In - Peak Hour: 02:45 PM
27
1
28
R
i
g
h
t
2
5
1
2
6
T
h
r
u
2
6
3
2
2
6
5
L
e
f
t
1
1
2
P
e
d
s
0
0
0
I
n
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
2
8
9
4
2
9
3
Left
2
1
3
Thru
5
1
6
Right
5
0
5
Peds
0
0
0
In - Peak Hour: 02:45 PM
12
2
14
Le
f
t
2 0 2
Th
r
u
16
4
1
16
5
Ri
g
h
t
1 0 1
Pe
d
s
0 0 0
In
-
P
e
a
k
H
o
u
r
:
0
3
:
4
5
P
M
16
7
1
16
8
General Traffic
3+ Axle Heavy Trucks
Peak Hour Data
North
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
File Name : McMillan Rd & Vito Way
Site Code : 00000000
Start Date : 8/1/2018
Page No : 7
Study: KITT0120
Intersection: McMillan Rd / Vito Way
City, State: Meridian, Idaho
Control: Stop Sign
Image 1
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Page 1
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
San Vito Way N of McMillan Rd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
San Vito Way north of McMillan Rd
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 31-May-18 Total
Time Thu SB NB
12:00 AM ***
12:15 ***
12:30 ***
12:45 ***
01:00 ***
01:15 ***
01:30 ***
01:45 ***
02:00 ***
02:15 ***
02:30 ***
02:45 ***
03:00 0 1 1
03:15 1 1 2
03:30 1 0 1
03:45 0 0 0
04:00 0 0 0
04:15 1 1 2
04:30 0 0 0
04:45 0 0 0
05:00 1 0 1
05:15 2 0 2
05:30 1 0 1
05:45 0 0 0
06:00 1 1 2
06:15 1 4 5
06:30 0 0 0
06:45 5 7 12
07:00 6 2 8
07:15 6 1 7
07:30 5 0 5
07:45 4 5 9
08:00 6 3 9
08:15 1 12 13
08:30 18 13 31
08:45 8 2 10
09:00 10 8 18
09:15 12 1 13
09:30 8 2 10
09:45 10 4 14
10:00 8 13 21
10:15 12 7 19
10:30 4 2 6
10:45 6 6 12
11:00 5 6 11
11:15 6 10 16
11:30 6 1 7
11:45 14 8 22
Total 169 121 290
Percent 58.3% 41.7%
Peak -08:30 08:15 ------08:15
Vol.- 48 35 ------ 72
P.H.F. 0.667 0.673 0.581
Page 2
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
San Vito Way N of McMillan Rd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
San Vito Way north of McMillan Rd
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 31-May-18 Total
Time Thu SB NB
12:00 PM 7 20 27
12:15 10 19 29
12:30 4 9 13
12:45 12 14 26
01:00 7 6 13
01:15 8 11 19
01:30 7 4 11
01:45 4 8 12
02:00 18 8 26
02:15 16 6 22
02:30 13 6 19
02:45 3 10 13
03:00 2 6 8
03:15 6 3 9
03:30 16 14 30
03:45 24 8 32
04:00 13 8 21
04:15 6 6 12
04:30 8 6 14
04:45 16 7 23
05:00 4 5 9
05:15 8 3 11
05:30 7 10 17
05:45 6 6 12
06:00 4 7 11
06:15 2 4 6
06:30 6 12 18
06:45 5 2 7
07:00 7 3 10
07:15 5 5 10
07:30 4 4 8
07:45 3 3 6
08:00 4 9 13
08:15 1 4 5
08:30 3 6 9
08:45 2 1 3
09:00 2 4 6
09:15 5 4 9
09:30 6 3 9
09:45 1 7 8
10:00 3 1 4
10:15 1 3 4
10:30 2 1 3
10:45 1 3 4
11:00 1 0 1
11:15 0 1 1
11:30 2 1 3
11:45 0 1 1
Total 295 292 587
Percent 50.3% 49.7%
Peak -15:15 12:00 ------12:00
Vol.- 59 62 ------ 95
P.H.F. 0.615 0.775 0.819
Page 3
Study: KITT0114
Type: Volume / Direction
Tech: Judd / Klaren
Count: Axle Hits / 2
San Vito Way N of McMillan Rd VOL
Date Start: 31-May-18
Date End: 01-Jun-18
San Vito Way north of McMillan Rd
Meridian, Idaho
L2 Data Collection
L2DataCollection.com
Idaho (208) 860-7554 Utah (801) 431-2993
Start 01-Jun-18 Total
Time Fri SB NB
12:00 AM 0 0 0
12:15 0 0 0
12:30 0 0 0
12:45 0 0 0
01:00 0 0 0
01:15 0 0 0
01:30 0 0 0
01:45 0 0 0
02:00 0 0 0
02:15 0 0 0
02:30 0 0 0
02:45 1 1 2
03:00 ***
03:15 ***
03:30 ***
03:45 ***
04:00 ***
04:15 ***
04:30 ***
04:45 ***
05:00 ***
05:15 ***
05:30 ***
05:45 ***
06:00 ***
06:15 ***
06:30 ***
06:45 ***
07:00 ***
07:15 ***
07:30 ***
07:45 ***
08:00 ***
08:15 ***
08:30 ***
08:45 ***
09:00 ***
09:15 ***
09:30 ***
09:45 ***
10:00 ***
10:15 ***
10:30 ***
10:45 ***
11:00 ***
11:15 ***
11:30 ***
11:45 ***
Total 1 1 2
Percent 50.0% 50.0%
Peak -02:00 02:00 ------02:00
Vol.- 1 1 ------ 2
P.H.F. 0.250 0.250 0.250
Grand
Total 465 414 879
Percent 52.9% 47.1%
Appendix C Signal Timing Worksheets
PhasingDiagram
TenMileAndMcMillanFYADiagram06202017
Rev. - 05292003MB
(FYA)
7
2
5 (FYA)
(FYA)1
6
3
(FYA)
Location:Ten Mile & McMillan (#399)
8
4
Ring 25
(FYA)6 7
(FYA)8
ACHD Standard Phasing
Ring 11
(FYA)2 3
(FYA)4
Diagram
Ped. Phase 6
Pe
d
.
P
h
a
s
e
4
McMillan
Te
n
M
i
l
e
Pe
d
.
P
h
a
s
e
8
N
Ped. Phase 2
Ada County Timing Sheet 6/20/2017 8:22:08 AM
Station : 399 - TEN MILE & MCMILLAN ( Standard File )
P h a s e 123456789 1 0 1 1 1 2 1 3 1 4 1 5 1 6
Walk 5555
Ped Clearance 26 19 25 19
Min Green 510 510 510 510
Passage 24242424
Max1 20 25 20 40 20 25 20 40
Max2 30 50 30 75 50 50 30 75
Y e l l o w 44444444 3 .5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
Red 11111111 1 .5 1.5 1.5 1.5 1.5 1.5 1.5 1.5
Red Revert
Added Initial
Max Initial
Time Before Reduce
Cars Before Reduce
Time To Reduce
Reduce By
Min Gap
Dynamic Max Limit
Dynamic Max Step
Enable ON ON ON ON ON ON ON ON
Auto Entry ON ON
Auto Exit ON ON
Non Act1
Non Act2
Lock Call
Min Recall ON ON
Max Recall
Ped Recall
Soft Recall
Dual Entry ON ON ON ON
Sim Gap Enable ON ON ON ON ON ON ON ON
Guar Passage
Rest In Walk
Cond Service
Add Init Calc
Bike Clear
Preemption
C h a n n e l 123456
Lock Input ON ON
Override Flash ON ON
Override Higher ON ON
Flash Dwell
Link
Delay
Min Duration 10 10 10 10
Min Green 8888
Min Walk 1111
Ped Clear 9999
Track Green
Min Dwell 10 10 10 10
Max Presence 180 180 180 180
Track R1
Track R2
Track R3
Track R4
Dwell Ped1
Exit R1 3 4 3 3
Exit R2 8 7 7 7
Exit R3
Exit R4
Preempt LP
C h a n n e l 1234
Min
Max
Type OFF OFF OFF OFF
Platoon Rx
Cond Lockout
Coord in Preempt
Platoon Tx
Lock
Begin Mode SKIP SKIP SKIP SKIP
Priority P1
Priority P2
Priority P3
Priority P4
Max Lockout
Ext Dwell
Ant Arrival
Max Grn 1
Max Grn 2
Max Grn 3
Max Grn 4
Max Grn 5
Max Grn 6
Max Grn 7
Max Grn 8
Max Grn 9
Max Grn 10
Max Grn 11
Max Grn 12
Max Grn 13
Max Grn 14
Max Grn 15
Max Grn 16
Headway Group
Queue Jump
Headway Time
TX Time
PP Hold Time
PP Tx Phase 1
PP Tx Phase 2
PP Tx Phase 3
PP Tx Phase 4
Ada County Timing Sheet 6/20/2017 8:22:08 AM
Station : 399 - TEN MILE & MCMILLAN ( Standard File )
Coordination
Day Plan 1 Easy
Day Plan 2 Easy
Day Plan 3 Easy
Ada County Timing Sheet 6/20/2017 8:22:08 AM
Station : 399 - TEN MILE & MCMILLAN ( Standard File )
Day Plan 4 Easy
Scheduler
Month Day of Week Day of Month 123
Plan JF M A MJJASONDSM TW TFS1234567890123456789012345678901 D ay Plan
1 111111111111 11111 1111111111111111111111111111111 1
2 111111111111 11111111111111111111111111111111 2
3 1111111111111 1111111111111111111111111111111 3
4 1
5 1
6 1
7 1
8 1
9 1
10 1
11 1
12 1
13 1
14 1
15 1
16 1
17 1
18 1
19 1
20 1
21 1
22 1
23 1
24 1
25 1
26 1
27 1
28 1
29 1
30 1
31 1
32 1
User Comments:
(FYA)
7
2
5 (FYA)
(FYA)1
6
3
(FYA)
Location:Ten Mile & McMillan (#399)
McMillan
Te
n
M
i
l
e
Pe
d
.
P
h
a
s
e
8
N
Ped. Phase 2
8
4
Ring 25
(FYA)6 7
(FYA)8
ACHD Standard Phasing
Ring 11
(FYA)2 3
(FYA)4
Diagram
Ped. Phase 6
Pe
d
.
P
h
a
s
e
4
PhasingDiagram
TenMileAndMcMillanFYADiagram06202017
Rev. - 05292003MB
Appendix D 2018 Existing Conditions
Level of Service Worksheets
HCM 2010 TWSC Year 2018 Existing Weekday AM Peak Hour
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_Am.syn Synchro 10 Report
Kittelson and Associates 08/26/2018
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2018 Existing Weekday AM Peak Hour
102: Black Cat Road & Gondola Drive Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_Am.syn Synchro 10 Report
Kittelson and Associates 08/26/2018
Intersection
Int Delay, s/veh 0.6
Movement WBL WBR NBT NBR SBL SBT
HCM 2010 AWSC Year 2018 Existing Weekday AM Peak Hour
103: Black Cat Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_Am.syn Synchro 10 Report
Kittelson and Associates 08/26/2018
Intersection
Intersection Delay, s/veh 10.2
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2018 Existing Weekday AM Peak Hour
104: San Vito Way & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_Am.syn Synchro 10 Report
Kittelson and Associates 08/26/2018
Intersection
Int Delay, s/veh 1.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 Signalized Intersection Summary Year 2018 Existing Weekday AM Peak Hour
105: Ten Mile Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_Am.syn Synchro 10 Report
Kittelson and Associates 08/26/2018
HCM 2010 TWSC Pleasant View Elementary School TIS
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_PM.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
Intersection
Int Delay, s/veh 17.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Pleasant View Elementary School TIS
102: Black Cat Road & Gondola Drive Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_PM.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
HCM 2010 AWSC Pleasant View Elementary School TIS
103: Black Cat Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_PM.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
Intersection
Intersection Delay, s/veh 11.3
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Pleasant View Elementary School TIS
104: San Vito Way & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_PM.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
Intersection
Int Delay, s/veh 1.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 Signalized Intersection Summary Pleasant View Elementary School TIS
105: Ten Mile Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_PM.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
Appendix E 2018 Mitigated Existing
Conditions Level-of-Service
Worksheets and Signal Warrant
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
Year 2018 Existing Weekday AM Peak Hour - Mitigated 08/18/2018
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_AM_mitigated.syn Synchro 9 Report
Kittelson and Associates Page 2
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
Year 2018 Existing Weekday PM Peak Hour - Mitigated 08/18/2018
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Existing_PM-mitigated.syn Synchro 9 Report
Kittelson and Associates Page 2
KITTELSON & ASSOCIATES, INC.
610 SW Alder, Suite 700
Portland, Oregon 97205 Begin End EB WB NB SB
(503) 228-5230 12:00 AM 1:00 AM 22 53 2 0
1:00 AM 14 20 4 0
2:00 AM 14 21 4 0
Project #:3:00 AM 41 10 4 0
Project Name:4:00 AM 125 36 7 0
Analyst:5:00 AM 323 101 16 0
Date:6:00 AM 674 270 62 0
File:7:00 AM 1058 503 98 0
8:00 AM 878 427 128 0
Intersection:9:00 AM 620 481 108 0
Scenario:10:00 AM 514 440 99 0
11:00 AM 546 495 97 0
12:00 PM 539 609 77 0
1:00 PM 561 632 110 0
2:00 PM 522 730 93 0
Warrant Name Analyzed?Met? 3:00 PM 624 856 110 0
#1 Eight-Hour Vehicular Volume Yes Yes 4:00 PM 638 1028 95 0
#2 Four-Hour Vehicular volume Yes Yes 5:00 PM 682 1048 119 0
#3 Peak Hour Yes Yes 6:00 PM 454 840 92 0
#4 Pedestrian Volume No - 7:00 PM 254 609 69 0
#5 School Crossing No - 8:00 PM 200 425 65 0
#6 Coordinated Signal System No - 9:00 PM 140 318 44 0
#7 Crash Experience No - 10:00 PM 69 163 20 0
#8 Roadway Network No - 11:00 PM 37 102 19 0
#9 Intersection Near a Grade CrossingNo -
Volume Adjustment Factor =1.0
North-South Approach =Minor
East-West Approach =Major
Major Street Thru Lanes =1
Minor Street Thru Lanes =1 A 500 150 0 No
Speed > 40 mph?Yes B 750 75 12 Yes
Population < 10,000?No A 400 120 1 No
Warrant Factor 70%B 600 60 15 Yes
Peak Hour or Daily Count?Daily A 350 105 5 No
B 525 53 15 Yes
A 280 84 11 Yes
B 420 42 16 Yes
Signal
Warrant
Met?
100%Yes
80%Yes
70%Yes
2018 Existing Traffic Conditions
Warrant Summary
Input Parameters
Warrant #1 - Eight Hour
Warran
t Factor Condition
Major
Street
Requiremen
t
Minor Street
Requiremen
t
Hours That
Condition
Is Met
Condition
for Warrant
Factor
Met?
22949
Pleasant View Elementary School TIS
Kittelson & Associates, Inc.
8/28/2018
H:\22\22949 - Pleasant View Elementary
School TIS\analysis\Signal
Warrants\[BlackCat-Chinden EX Signal
Black Cat Rd/Chinden Blvd
56%Yes
Analysis Traffic Volumes
Hour Major Street Minor Street
0
100
200
300
400
200 300 400 500 600 700 800 900 1000
Hi
g
h
e
r
M
i
n
o
r
S
t
r
e
e
t
Combined Major Street
Warrant #2 - Four Hour
70% Warrant Factor
2 Major / 2 Minor
2 Major / 1 Minor
1 Major / 2 Minor
1 Major / 1 Minor
Traffic Volumes
0
100
200
300
400
500
300 400 500 600 700 800 900 1000 1100 1200 1300
Hi
g
h
e
r
M
i
n
o
r
S
t
r
e
e
t
Combined Major Street
Warrant #3 - Peak Hour
70% Warrant Factor
2 Major / 2 Minor
2 Major / 1 Minor
1 Major / 2 Minor
1 Major / 1 Minor
Traffic Volumes
Appendix F Crash Data
To
t
a
l
C
r
a
s
h
e
s
:
T
o
t
a
l
F
a
t
a
l
i
t
i
e
s
:
0
To
t
a
l
U
n
i
t
s
:
T
o
t
a
l
I
n
j
u
r
i
e
s
:
5
To
t
a
l
P
e
o
p
l
e
:
Re
p
o
r
t
C
r
i
t
e
r
i
a
:
Se
g
m
e
n
t
C
o
d
e
:
0
0
2
5
7
6
M
i
l
e
p
o
s
t
R
a
n
g
e
:
1
9
.
4
5
5
t
o
2
0
.
4
5
4
Co
u
n
t
i
e
s
:
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4
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2
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5
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7
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1
BL
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h
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t
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BL
A
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p
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h
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2
Mc
m
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1
2
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In Intersection Speed Too Fast For Conditions
Mc
m
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12
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g
In Intersection
3
BL
A
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a
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1
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a
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BL
A
C
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M
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1
2
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Intersection Related Speed Too Fast For Conditions
4
Bl
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Mc
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11
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Bl
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In
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Appendix G In-Process Developments
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Appendix H 2020 Background Conditions
Level-of-Service Worksheets
HCM 2010 TWSC Year 2020 Background Weekday AM Peak Hour
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 225.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Background Weekday AM Peak Hour
102: Black Cat Road & Gondola Drive Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 0.7
Movement WBL WBR NBT NBR SBL SBT
HCM 2010 AWSC Year 2020 Background Weekday AM Peak Hour
103: Black Cat Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Intersection Delay, s/veh 11.1
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Background Weekday AM Peak Hour
104: San Vito Way & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 Signalized Intersection Summary Year 2020 Background Weekday AM Peak Hour
105: Ten Mile Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
HCM 2010 TWSC Year 2020 Background Weekday AM Peak Hour
201: Site Access A & Gondola Way Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 2.6
Movement EBT EBR WBL WBT NBL NBR
HCM 2010 TWSC Year 2020 Background Weekday PM Peak Hour
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 1.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Background Weekday PM Peak Hour
102: Black Cat Road & Gondola Drive Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 0.8
Movement WBL WBR NBT NBR SBL SBT
HCM 2010 AWSC Year 2020 Background Weekday PM Peak Hour
103: Black Cat Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Intersection Delay, s/veh 13.5
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Background Weekday PM Peak Hour
104: San Vito Way & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 Signalized Intersection Summary Year 2020 Background Weekday PM Peak Hour
105: Ten Mile Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
HCM 2010 TWSC Year 2020 Background Weekday PM Peak Hour
201: Site Access A & Gondola Way Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/26/2018
Intersection
Int Delay, s/veh 2.2
Movement EBT EBR WBL WBT NBL NBR
Appendix I 2020 Mitigated Background
Traffic Conditions Level-of-
Service Worksheets
HCM 2010 Signalized Intersection Summary Year 2020 Background Weekday AM Peak Hour - Mitigated
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_AM - Mitigated.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
HCM 2010 Signalized Intersection Summary Year 2020 Background Weekday PM Peak Hour - Mitigated
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_Background_PM-mitigated.syn Synchro 9 Report
Kittelson and Associates 08/26/2018
Appendix J 2020 Total Traffic Conditions
Level-of-Service Worksheets
HCM 2010 TWSC Year 2020 Total Traffic Weekday AM Peak Hour
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
Intersection
Int Delay, s/veh 434.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday AM Peak Hour
102: Black Cat Road & Gondola Drive Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
Intersection
Int Delay, s/veh 4.3
Movement WBL WBR NBT NBR SBL SBT
HCM 2010 AWSC Year 2020 Total Traffic Weekday AM Peak Hour
103: Black Cat Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
Intersection
Intersection Delay, s/veh 13.7
Intersection LOS B
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday AM Peak Hour
104: San Vito Way & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
Intersection
Int Delay, s/veh 3.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 Signalized Intersection Summary Year 2020 Total Traffic Weekday AM Peak Hour
105: Ten Mile Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
HCM 2010 TWSC Year 2020 Total Traffic Weekday AM Peak Hour
201: Gondola Drive & Site Access A Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
Intersection
Int Delay, s/veh 2.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday AM Peak Hour
202: Gondola Drive & Site Access B Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM.syn Synchro 10 Report
Kittelson and Associates 08/28/2018
Intersection
Int Delay, s/veh 8.8
Movement EBL EBT WBT WBR SBL SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday PM Peak Hour
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
Intersection
Int Delay, s/veh 1.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday PM Peak Hour
102: Black Cat Road & Gondola Drive Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
Intersection
Int Delay, s/veh 3.2
Movement WBL WBR NBT NBR SBL SBT
HCM 2010 AWSC Year 2020 Total Traffic Weekday PM Peak Hour
103: Black Cat Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
Intersection
Intersection Delay, s/veh 15.4
Intersection LOS C
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday PM Peak Hour
104: San Vito Way & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
Intersection
Int Delay, s/veh 3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 Signalized Intersection Summary Year 2020 Total Traffic Weekday PM Peak Hour
105: Ten Mile Road & McMillan Road Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
HCM 2010 TWSC Year 2020 Total Traffic Weekday PM Peak Hour
201: Gondola Drive & Site Access A Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
Intersection
Int Delay, s/veh 3.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
HCM 2010 TWSC Year 2020 Total Traffic Weekday PM Peak Hour
202: Gondola Drive & Site Access B Pleasant View Elementary School TIS
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM.syn Synchro 10 Report
Kittelson and Associates, Inc.08/28/2018
Intersection
Int Delay, s/veh 6.9
Movement EBL EBT WBT WBR SBL SBR
Appendix K 2020 Mitigated Total Traffic
Conditions Level-of-Service
Worksheets
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
Year 2020 Total Traffic Weekday AM Peak Hour - Mitigated 08/26/2018
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_AM-mitigated.syn Synchro 9 Report
Kittelson and Associates Page 2
101: Black Cat Road & Chinden Boulevard Pleasant View Elementary School TIS
Year 2020 Total Traffic Weekday PM Peak Hour - Mitigated 08/26/2018
H:\22\22949 - Pleasant View Elementary School TIS\synchro\22949_totaltraffic_PM-mitigated.syn Synchro 9 Report
Kittelson and Associates Page 2
Appendix L Turn Lane Warrant Worksheets
Pleasant View Elementary School TIS
Left Turn Warrant for 2020 Access A
Figure 1 – Left-Turn Lane Guidelines for Two-Lane Roads less than or equal to 40 mph
movements in the opposite direction of the left turning vehicle.
2. Advancing Volume (veh/hr) - VA - The advancing volume is to include the right-turn, left-turn and through
movements in the same direction as the left turning vehicle.
3. Operating Speed (mph) - The greatest of anticipated operating speed, measured 85th percentile speed
or posted speed.
4. Percentage of left turns in VA
Left- turn lane is not needed for left turn volume less than 10 vph. However, criteria other than volume, such
as crash experience, may be used to justify a left-turn lane.
The appropriate trend line is identified on the basis of the percentage of left-turns in the advancing volume,
rounded up to the nearest percentage trend line. If the advancing and opposing volume combination
intersects above or to the right of this trend line, a left-turn lane is appropriate.
Source: NCHRP Report 279 and 457
Adopted: Res. 469 (7/13/94) 7100 - 35
Revised: Res. 675 (1/29/03); Res. 904 (8/19/09); Ord. 217 (9/14/11); Ord. 232 (12/7/16); Ord. 233
(1/25/17)
Pleasant View Elementary School TIS
Left Turn Warrant for 2020 Access B
Figure 1 – Left-Turn Lane Guidelines for Two-Lane Roads less than or equal to 40 mph
movements in the opposite direction of the left turning vehicle.
2. Advancing Volume (veh/hr) - VA - The advancing volume is to include the right-turn, left-turn and through
movements in the same direction as the left turning vehicle.
3. Operating Speed (mph) - The greatest of anticipated operating speed, measured 85th percentile speed
or posted speed.
4. Percentage of left turns in VA
Left- turn lane is not needed for left turn volume less than 10 vph. However, criteria other than volume, such
as crash experience, may be used to justify a left-turn lane.
The appropriate trend line is identified on the basis of the percentage of left-turns in the advancing volume,
rounded up to the nearest percentage trend line. If the advancing and opposing volume combination
intersects above or to the right of this trend line, a left-turn lane is appropriate.
Source: NCHRP Report 279 and 457
Adopted: Res. 469 (7/13/94) 7100 - 35
Revised: Res. 675 (1/29/03); Res. 904 (8/19/09); Ord. 217 (9/14/11); Ord. 232 (12/7/16); Ord. 233
(1/25/17)
Pleasant View Elementary School TIS
Right Turn Warrant for 2020 Access A
Figure 6 – Right-Turn Lane Guidelines for Two-Lane Roadways
The following data are required:
1. Advancing Volume (veh/hr) - The advancing volume is to include the right-turn, left-turn and through
movements in the same direction as the right-turning vehicle.
2. Right-Turning Volume (veh/hr) - The right-turning volume is the number of advancing vehicles turning
right.
3. Operating Speed (mph) - The greatest of anticipated operating speed, measured 85th percentile
speed or posted speed.
Note: Right-turn lane is not needed for right-turn volume less than 10 vph. However, criteria other than
volume, e.g. crash experience, may be used to justify a right-turn lane.
If the combination of major road approach volume and right-turn volume intersects above or to the right of
the speed trend line corresponding to the major road operating speed, then a right-turn lane is
appropriate.
Source: NCHRP Report 279 and 457
Adopted: Res. 469 (7/13/94) 7100 - 40
Revised: Res. 675 (1/29/03); Res. 904 (8/19/09); Ord. 217 (9/14/11); Ord. 232 (12/7/16); Ord. 233 (1/25/17)
Pleasant View Elementary School TIS
Right Turn Warrant for 2020 Access B
Figure 6 – Right-Turn Lane Guidelines for Two-Lane Roadways
The following data are required:
1. Advancing Volume (veh/hr) - The advancing volume is to include the right-turn, left-turn and through
movements in the same direction as the right-turning vehicle.
2. Right-Turning Volume (veh/hr) - The right-turning volume is the number of advancing vehicles turning
right.
3. Operating Speed (mph) - The greatest of anticipated operating speed, measured 85th percentile
speed or posted speed.
Note: Right-turn lane is not needed for right-turn volume less than 10 vph. However, criteria other than
volume, e.g. crash experience, may be used to justify a right-turn lane.
If the combination of major road approach volume and right-turn volume intersects above or to the right of
the speed trend line corresponding to the major road operating speed, then a right turn lane is appropriate.
Source: NCHRP Report 279 and 457
Adopted: Res. 469 (7/13/94) 7100 - 40
Revised: Res. 675 (1/29/03); Res. 904 (8/19/09); Ord. 217 (9/14/11); Ord. 232 (12/7/16); Ord. 233 (1/25/17)
Pleasant View Elementary School TIS
Right Turn Warrant for 2020 San Vito Way/McMillan
Figure 6 – Right-Turn Lane Guidelines for Two-Lane Roadways
The following data are required:
1. Advancing Volume (veh/hr) - The advancing volume is to include the right-turn, left-turn and through
movements in the same direction as the right-turning vehicle.
2. Right-Turning Volume (veh/hr) - The right-turning volume is the number of advancing vehicles turning
right.
3. Operating Speed (mph) - The greatest of anticipated operating speed, measured 85th percentile
speed or posted speed.
Note: Right-turn lane is not needed for right-turn volume less than 10 vph. However, criteria other than
volume, e.g. crash experience, may be used to justify a right-turn lane.
If the combination of major road approach volume and right-turn volume intersects above or to the right of
the speed trend line corresponding to the major road operating speed, then a right-turn lane is
appropriate.
Source: NCHRP Report 279 and 457
Adopted: Res. 469 (7/13/94) 7100 - 40
Revised: Res. 675 (1/29/03); Res. 904 (8/19/09); Ord. 217 (9/14/11); Ord. 232 (12/7/16); Ord. 233 (1/25/17)
PM Peak
(School)
AM Peak
NO RIGHT TURN
LANE WARRANTED
at 40 or 45 MPH