Submittal Document II.G. D-bar-A Project, Traffic Impact Study

Transcription

Submittal Document II.G. D-bar-A Project, Traffic Impact Study, prepared by
Bergmman Associates, dated November 3, 2015 (“Traffic Study”)
D-bar-A Project
Traffic Impact Study
November 3rd, 2015
1427 W. Saginaw, Suite 200
East Lansing, MI 48823
517.272.9835 phone
517.272.9836 fax
Table of Contents
I. PURPOSE AND SCOPE .................................................................................................2
II. EXISTING CONDITIONS ................................................................................................ 5
A. Study Area Roadways................................................................................................ 5
B. Study Area Intersections (Listed west to east) ........................................................... 6
III. TRAFFIC VOLUMES ..................................................................................................... 12
A. Existing Traffic Volumes........................................................................................... 12
B. Background Traffic Volumes .................................................................................... 16
C. Trip Generation ........................................................................................................ 18
D. Trip Distribution and Assignment ............................................................................. 18
E. Projected Traffic Volumes with Development ........................................................... 20
IV. TRAFFIC OPERATIONS ANALYSIS ............................................................................ 23
A. Existing (2015) Conditions ....................................................................................... 23
B. Future No-Build (2022) Conditions ........................................................................... 25
C. Future Build (2022) Conditions ................................................................................ 28
D. Proposed Site Driveway Passing & Right-Turn Lanes ............................................. 31
E. Sight Distance at Proposed Site Driveway ............................................................... 31
V. CRASH ANALYSIS ....................................................................................................... 32
A. Village of Metamora ................................................................................................. 33
B. Village of Dryden ...................................................................................................... 33
C. Pedestrian Safety ..................................................................................................... 33
VI. SUMMARY AND CONCLUSIONS ................................................................................ 34
VII.RECOMMENDATIONS ................................................................................................. 35
Appendices
Appendix A – Traffic Count Information
Appendix B – Level of Service Definitions
Appendix C – Synchro Level of Service Intersection Reports
Appendix D – Trip Generation Information
Appendix E – Sight Distance Calculations
Appendix F – Crash Analysis Reports
Appendix G – NHTSA Traffic Safety Facts - Pedestrians
D-bar-A Project Traffic Impact Study
1
I. PURPOSE AND SCOPE
American Aggregates of Michigan (AAOM) is proposing to construct an aggregate mining
facility on a site located in the northwest quadrant of the Dryden Road/Ribble Road
intersection in Metamora Township, Lapeer County, MI. This Traffic Impact Study (TIS) has
been prepared to document the existing traffic conditions of the study area and to evaluate
the estimated future traffic conditions and impacts as a result of the proposed development,
if any. The development assumptions under which the study was conducted are as follows:
Table 1: Development Assumptions
Estimated First Year
Development Type
of Full Production
Aggregate Mining Facility
2022
The following methodology was used to conduct this study:
1. Conduct site visits to obtain roadway geometry and observe traffic operations.
2. Perform manual turning movement counts at study area intersections and summarize
the existing weekday morning and evening peak hour traffic volumes.
3. Project the existing traffic volumes to the estimated first year of full production. Per
this analysis, it was assumed that the aggregate mining facility would achieve full
production in 2022.
4. Estimate the number of new trips generated by the proposed mining facility at full
production, distribute the trips on the surrounding roadways, and add the projected
trips to the background traffic volumes.
5. Evaluate the traffic operations of study area intersections under existing traffic
conditions and future traffic conditions, with and without the proposed project.
6. Summarize existing and future traffic operational deficiencies, potential impacts of the
proposed development on the roadway system and identify mitigation measures for
future deficiencies caused by the proposed development, if any.
2
N
Proposed
Development
Area
John R.
Sand &
Gravel
M-24
M-53
Oak St
Ribble Rd
Mill Rd
Figure 1: Project Vicinity Map
3
Figure 2: Site Location Map
Oak Street
N
Dryden Road
Lapeer
County
Gravel Pit
Project Site
Area
John R. Sand
& Gravel Drive
Ribble Road
4
II. EXISTING CONDITIONS
A. Study Area Roadways
1. Dryden Road
Dryden Road is classified as an east-west minor arterial within the study area. From its
intersection with M-24 easterly to its intersection with M-53, Dryden Road consists of twolane, two-way roadway with 12-foot wide HMA travel lanes.
The pavement along Dryden Road in the study area is in fair to good condition. The
posted speed limit is 55 mph but drops to 25 mph within the Villages of Metamora and
Dryden. Within the Village of Metamora this road is named High Street and is named
Main Street within the Village of Dryden. Land use in the study area is primarily
agricultural.
2. M-24 (Lapeer Rd)
M-24 is a north-south arterial roadway that consists of two (2) 12-foot wide HMA travel
lanes with a 12-ft two-way center left turn lane within the study area. The existing
pavement is in good condition. A speed limit of 55 mph is posted on M-24 and the land
use is primarily commercial.
3. Oak Street
Oak Street is a north-south collector roadway that intersects Dryden Road in the Village
of Metamora and consists of two (2) 11-foot wide HMA travel lanes. The pavement was
noted as being in good condition during the field review. This roadway is posted at 25
mph and the land use is primarily residential within the study area.
4. John R. Sand & Gravel Commercial Access Drive
The John R. Sand and Gravel Commercial access driveway currently provides access to
a gravel pit and consists of three gravel travel lanes with widths that vary from 20-ft to
26-ft. The gravel driveway was noted as being in fair condition during the field review. No
speed limit was posted on this roadway however it was assumed to be 25 mph for the
purposes of this study.
5. Ribble Road
Ribble Road is a north-south collector roadway that provides access to multiple
residences and a gravel pit north of Dryden Road and consists of a two-lane, two-way
aggregate roadway with a total width of 20’. The aggregate roadway was noted as being
in fair condition during field review. No speed limit was posted on this roadway however
it was assumed to be 55 mph for the purposes of this study.
6. Mill Road
Mill Road is a north-south collector roadway that intersects Dryden Road in the Village of
Dryden and consists of two (2) 11-foot wide HMA travel lanes. The pavement was noted
as being in good condition during field review. This roadway is posted at 25 mph and the
land use is primarily residential within the study area.
5
7. M-53 (Van Dyke Road)
M-53 is a north-south arterial roadway that consists of two (2) 12-foot wide HMA travel
lanes within the study area. The existing pavement is in good condition. A speed limit of
55 mph is posted on M-53 and the land use is primarily commercial within the study area.
B. Study Area Intersections (Listed west to east)
1. Dryden Road / M-24 (Lapeer Road)
Dryden Road intersects M-24 at a three-leg signalized intersection. The northbound and
southbound M-24 approaches consist of exclusive left-turn, right-turn, and thru lanes. The
exclusive left-turn lane on the southbound approach extends as a two-way left turn lane
north of the intersection. Approximately 110 ft of vehicle storage is provided for the rightturn lane. Approximately 340 ft and 415 ft of vehicle storage is provided for the left-turn
and right-turn lanes, respectively on the northbound approach. All lane widths are 12foot.
The westbound Dryden Road approach consists of an exclusive left-turn and an exclusive
right-turn lane. Approximately 300 ft of vehicle storage is provided for the right-turn lane.
Lane widths on this approach are 11-foot.
Figure 3: Dryden Road / M-24 Intersection
M-24
Dryden Rd
N
6
2. Dryden Road and Oak Street
Oak Street meets Dryden Road at a signalized intersection. The northbound, southbound
and westbound intersection approaches consist of one shared left-turn/thru lane and one
exclusive right turn lane. The eastbound approach consists of one shared left-turn/rightturn/thru lane. On the northbound and southbound approaches, approximately 185 ft and
115 ft of vehicle storage is provided for the existing right-turn lanes, respectively. On the
westbound approach, approximately 70 ft of vehicle storage is provided for the right-turn
lane. Lane widths vary from 10-foot to 12-foot.
Figure 4: Dryden Road / Oak St Intersection
Oak St
Dryden Rd
N
7
3. Dryden Road and John R. Sand & Gravel Commercial Driveway
The John R. Sand and Gravel commercial driveway intersects Dryden Road as an
unsignalized intersection. The stop controlled southbound approach consists of a shared
left/right-turn lane. The total width of southbound approach is approximately 24-feet wide.
The eastbound approach consists of a free flow, shared left-turn/thru lane and westbound
approach consists of a free flow, shared right-turn/thru lane. Lane widths on these
approaches are 12-foot.
Figure 5: Dryden Road / John R. Sand & Gravel Intersection
John R. Sand & Gravel
Dryden Rd
N
8
4. Dryden Road and Ribble Road
Ribble Road meets Dryden Road at an unsignalized intersection. The eastbound
approach consists of a free flow, shared left-turn/thru lane and westbound approach
consists of a free flow, shared right-turn/thru lane. All lane widths are 12-foot wide. The
stop controlled southbound approach consists of a shared left/right-turn lane. The total
width of the approach at the roadway springpoint is 30-feet wide.
Figure 6: Dryden Road / Ribble Road Intersection
Ribble Rd
Dryden Rd
N
9
5. Dryden Road and Mill Road
Dryden Road meets Mill Road at a signalized intersection. All approaches consist of one
exclusive left-turn lane and a shared right-turn/thru lane. Approximately 70 ft and 80 ft of
vehicle storage is provided for the left-turn lanes on the northbound and southbound
approaches, respectively. On the eastbound and westbound approaches, approximately
160 ft and 150 ft of vehicle storage is provided for the left-turn lanes, respectively. Lane
widths vary from 11-foot to 12-foot.
Figure 7: Dryden Road / Mill Road Intersection
Mill Rd
Dryden Rd
N
10
6. Dryden Road and M-53 (Van Dyke Road)
Dryden Road meets M-53 at a signalized intersection. The eastbound and westbound
approaches consist of one exclusive left-turn lane and a shared right-turn/thru lane.
Approximately 200 ft and 165 ft of vehicle storage is provided for the left-turn lanes on
the eastbound and westbound approaches, respectively. The northbound and
southbound approaches consist of one exclusive left-turn lane, an exclusive right-turn
lane and an exclusive thru lane. The northbound approach provides approximately 170 ft
of vehicle storage for both the right and left-turn lanes. The southbound approach
provides approximately 100 ft of vehicle storage for the right-turn lane and 365 ft of vehicle
storage for the left-turn lane. All lane widths are 12-foot.
Figure 8: Dryden Road / M-53 Intersection
M-53
Dryden Rd
N
11
III. TRAFFIC VOLUMES
A. Existing Traffic Volumes
Manual turning movement counts were performed by Bergmann Associates at the six (6)
study intersections on Wednesday, May 20th, 2015, Thursday, May 21st, 2015 and Tuesday,
June 2nd, 2015. The counts were recorded in 15-minute intervals to enable the identification
of the peak hour and traffic peaking characteristics and heavy vehicle activity within that hour.
Morning and evening count hours lasted from 7:00 to 9:00 AM and from 2:00 to 6:00 PM,
respectively each count day. Counts conducted during the mid-week represent the most
typical patterns of average commuter traffic.
The weekday morning peak hour generally occurred from 7:45 to 8:45 AM. The evening peak
generally occurred between 4:30 and 5:30 PM. The existing weekday morning and evening
peak hour traffic volumes are shown in Figure 9. The number of gravel trucks were recorded
at each intersection with peak hour volumes shown in Figure 10. The total commercial traffic
(commercial trucks and buses) percentage for each individual movement is shown in Figure
11.
12
13
14
15
B. Background Traffic Volumes
The estimated time of completion (ETC) for this project is 2022. Utilizing historic traffic count
data provided by the Lapeer County Road Commission from 2002 to 2014, it was found that
growth rates in the area were generally showing a decrease in traffic volume throughout this
time period. However, to create a conservative estimate for the future traffic in this area, a
background growth rate of 0.50% per year (compounded annually) was utilized to develop
background traffic volumes. The resulting 2022 No-Build traffic volumes are shown in Figure
12.
16
17
C. Trip Generation
Trip generation for the proposed facility was calculated by utilizing the anticipated yearly
aggregate production volume and truck capacity to determine the number of trucks the site
would generate daily throughout the peak production period of March 15th through November
30th. Based upon projected production estimates, it was assumed that the development
would produce approximately 1,000,000 tons of aggregate per year. Operating hours for this
development as dictated by the Metamora Township Ordinance are 6:00AM to 6:00PM
Monday through Friday and 6:00AM to 12:00PM on Saturday. To create a conservative
estimate for the generated trips for this development, it was assumed that although the facility
will be open year round, the entire 1,000,000 tons of aggregate would be produced during
the peak production period stated above.
To determine the number of trucks that were generated during the AM and PM peak hours,
existing production data at a comparable existing facility was utilized. 2 weeks of production
data that was provided for the Highland Aggregate Facility located in Highland Township
from June 1st, 2015 to June 15th, 2015 was utilized to determine the percentage of total truck
trips that left the facility within a given 15 minute time period. These percentages were applied
to the expected daily volumes for the proposed facility with the results summarized in the
following table. Please refer to Appendix D for the trip generation calculations. Passenger
car generated trips were determined utilizing manual traffic counts that were taken at the
Highland Aggregate Facility on August 16th and 17th, 2005.
Table 2: Generated Trips for Metamora Site
Development Information
Generated Trips
AM Peak Hour
PM Peak Hour
Total
Total
Enter
Exit
Enter
Exit
Aggregate Facility – Cars
4
2
6
1
3
4
Aggregate Facility – Trucks
11
11
22
9
9
18
Total
15
13
28
10
12
22
D. Trip Distribution and Assignment
The generated trips, as shown in the table above, were distributed to the surrounding project
area intersections based on a market analysis performed by the client to determine the
proposed traffic movements. Based upon this analysis, it was estimated that the proposed
site traffic will be split evenly to the east and west, traveling along Dryden Road towards M24 (Lapeer Rd) to the west and M-53 (Van Dyke Rd) to the east. It is further anticipated that
the site traffic will be split evenly to the north and south at M-24 and M-53 in order to provide
service to customers to the north in Flint and south in the Detroit Area. Access to and from
the project site will be limited to one driveway on Dryden Road located approximately 900
feet west of Ribble Road. The trip distributions of site generated traffic volumes for the AM
and PM peak hours are shown in Figure 13.
18
19
E. Projected Traffic Volumes with Development
The total projected Build traffic volumes were determined by adding the No-Build traffic
volumes (existing & background growth) to the projected development traffic. The projected
volumes for the weekday morning and evening peak hours after construction of the proposed
development are provided in Figure 14. The total projected Build commercial vehicle
percentages were determined by adding the projected development commercial traffic to the
existing commercial traffic. The projected total commercial vehicle percentages by
movement are provided in Figure 15.
20
21
22
IV. TRAFFIC OPERATIONS ANALYSIS
Based on the traffic counts, traffic volume projections, traffic peaking characteristics, and
intersection geometry, a level of service analysis was conducted for the following traffic
conditions:
- Existing (2015)
- Future No-Build (2022)
- Future Build Phase (2022)
This analysis is necessary to determine the ability of an intersection or roadway to
accommodate traffic. Level of service (LOS) is a qualitative measure that describes motorist
satisfaction with various factors influencing the degree of traffic congestion. These factors
include travel time, speed, maneuverability, and delay.
The level of service analysis methodology for analyzing signalized and unsignalized
intersections is documented in the Highway Capacity Manual (HCM) (Transportation
Research Board, Washington D.C., 2010). Levels of service range from A to F. LOS A
describes operations with little or no delay while LOS F describes highly congested
conditions with substantial delays. LOS D or better is generally considered acceptable under
peak hour conditions.
Synchro software was used to analyze the traffic operations at both the signalized and
unsignalized intersections. Synchro allows for the analysis and optimization of isolated
signals and coordinated traffic signal systems. The Synchro model accounts for the effects
upstream intersection operations have on individual intersections when developing Levels of
Service. A base model of the traffic operations network was developed for the study area
which included signal timing from past permits which were verified during field review and
existing roadway characteristics.
A. Existing (2015) Conditions
The level of service results for existing AM and PM peak hours are shown in Figure 16.
Results are shown for the overall intersection and each lane group at signalized locations.
Levels of service for the critical movements are shown at each unsignalized location.
Corresponding values of control delay in seconds per vehicle (s/veh) for each of the studied
conditions are summarized in Table 3 located in Section C. As shown, all of the intersection
approaches within the study area are currently operating at acceptable levels of service (LOS
D or better) during both the morning and evening peak hours with the exception of the
westbound Dryden Road left-turn and right-turn movements at M-24 (Lapeer Rd). The leftturn movement operates at a level of service of E for the morning peak hour and the rightturn movement operates at a level of service of F for both the morning and evening peak
hours. During field review, it was noted that queues would develop at this approach during
the peak hours and vehicles were required to wait multiple cycles before progressing through
the intersection. Please refer to Section IV.B Future No-Build (2022) Conditions for further
information regarding mitigation of this movement.
23
24
B. Future No-Build (2022) Conditions
The level of service results for future No-Build (2022) conditions are shown in Figure 17.
Results are shown for the overall intersection and each lane group at signalized locations.
Levels of service for the critical movements are shown at each unsignalized location.
Corresponding values of control delay in seconds per vehicle (s/veh) for each of the studied
conditions are summarized in Table 3 located in Section C.
As shown, all of the intersection approaches within the study area are projected to continue
to operate at the same LOS as existing conditions with the exception of the following
movements:


M-24 (Lapeer Road)/Dryden Road Intersection
o Westbound left-turn movement (PM Peak)
M-53 (Van Dyke Road)/Dryden Road Intersection
o Northbound left-turn movement (PM Peak)
The M-53/Dryden Road intersection northbound left-turn movement lowers from a level of
service A to B with less than a 1 second increase in control delay. The M-24/Dryden road
westbound left-turn movement is shown to lower from a level of service D to E with a 2
second increase in control delay. Signal timing adjustments are suggested as a potential
mitigation to improve the westbound movements at the Dryden Road/M-24 signalized
intersection. The proposed cycle length for the 2022 No-Build condition of 115 seconds is
proposed to be retained with modifications to the time assigned to each movement only. As
shown in Figure 18, adjusting the signal timing improved the westbound movements to
acceptable levels (LOS D or better). While some individual movements at the intersection
degraded, each movement at the intersection is at or above a level of service of D and the
overall intersection level of service was retained at a level of service B and C for the morning
and evening peak hour, respectively.
25
26
27
C. Future Build (2022) Conditions
The level of service results for future Build (2022) conditions are shown in Figure 19. Results
are shown for the overall intersection and each lane group at signalized locations. Levels of
service for the critical movements are shown at each unsignalized location.
With minor traffic signal timing adjustments at the Dryden Road/M-24 intersection suggested
in the 2022 No-Build conditions, all of the intersection approaches within the study area are
projected to continue to operate at acceptable levels of service (LOS D or better) during the
morning and evening peak hours. As shown in Figure 19, all of the intersection approaches
within the study area are projected to continue to operate at the same LOS as No-Build
(2022) Mitigated conditions with the exception of the following movement:

M-53 (Van Dyke Road)/Dryden Road Intersection
o Northbound through movement (PM Peak)
As noted above, this movement operates at an acceptable level of service but shows a
reduction from the 2022 No-Build Mitigated to Build conditions. At the above noted location,
the level of service is projected to lower from an A to a B with a control delay increase of less
than 1 second. Based upon this minor control delay increase, this movement has not been
shown to be significantly impacted by the proposed development. Please refer to Table 3 for
a summary of the intersection levels of service and control delay for each of the studied
conditions.
28
29
Table 3: Intersection Level of Service Summary
Existing (2015)
Conditions
Intersection
M-24 (Lapeer Rd)
& Dryden Rd
(Signalized)
Oak St & Dryden
Rd (Signalized)
Approach
Westbound
Left-Turn
Westbound
Right-Turn
Northbound
Left-Turn
Northbound
Through
Northbound Right-Turn
Southbound
Left-Turn
Southbound
Through
Southbound Right-Turn
Overall
Eastbound
LTR
Westbound
LT
Westbound
Right-Turn
Northbound
LT
Southbound
LT
Overall
John R Sand &
Gravel & Dryden
Rd (Unsignalized)
Proposed Drive &
Dryden
(Unsignalized)
Ribble Rd &
Dryden Rd
(Unsignalized)
Mill Rd & Dryden
Rd (Signalized)
M-53 (Van Dyke
Rd) & Dryden Rd
(Signalized)
Eastbound
LT
LOS/Delay (sec/veh)
Weekday
Weekday
AM Peak
PM Peak
E/69
D/55
F/100
F/157
A/0
A/0
A/8
C/22
A/5
A/6
A/4
C/25
A/6
A/4
A/0
A/0
B/17
C/27
B/13
B/15
B/13
B/13
B/11
B/12
B/12
B/12
B/11
B/11
B/12
B/12
B/12
B/12
2022 Future No-Build
2022 Future No-Build
Mitigated
2022 Future Build
LOS/Delay (sec/veh)
Weekday
Weekday
AM Peak
PM Peak
E/74
E/57
F/107
F/168
A/0
A/0
A/8
C/25
A/5
A/6
A/4
C/29
A/6
A/4
A/0
A/0
B/18
C/30
LOS/Delay (sec/veh)
Weekday
Weekday
AM Peak
PM Peak
D/40
D/43
D/44
D/52
A/0
A/0
A/10
D/38
A/6
A/7
A/5
D/36
A/8
A/5
A/0
A/0
B/13
C/28
LOS/Delay (sec/veh)
Weekday
Weekday
AM Peak
PM Peak
D/40
D/43
D/44
D/52
A/0
A/0
A/10
D/40
A/6
A/7
A/5
D/40
A/8
A/5
A/0
A/0
B/13
C/29
B/12
B/13
B/13
B/13
B/12
B/12
B/11
B/12
B/12
B/12
B/15
B/13
B/12
B/12
B/11
B/12
B/12
B/13
B/13
B/13
B/12
B/12
B/11
B/12
B/12
B/12
B/15
B/13
B/12
B/12
B/11
B/12
B/12
B/13
B/13
B/13
B/12
B/12
B/11
B/12
B/12
B/13
B/15
B/13
B/12
B/12
B/11
B/12
B/12
B/14
A/0
A/0
A/0
A/0
A/0
A/0
A/0
A/0
Southbound
LR
A/0
A/10
A/0
A/10
A/0
A/10
A/0
A/10
Eastbound
Left-Turn
N/A
N/A
N/A
N/A
N/A
N/A
A/8
A/9
Southbound
LR
N/A
N/A
N/A
N/A
N/A
N/A
B/11
B/11
Eastbound
LT
A/0
A/8
A/0
A/8
A/0
A/8
A/0
A/8
Southbound
Eastbound
Eastbound
Westbound
Westbound
Northbound
Northbound
Southbound
Southbound
LR
Left-Turn
TR
Left-Turn
TR
Left-Turn
TR
Left-Turn
TR
Overall
Eastbound
Left-Turn
Eastbound
TR
Westbound
Left-Turn
Westbound
TR
Northbound
Left-Turn
Northbound
Through
Southbound
Left-Turn
Southbound
Through
Overall
LT = Shared Through/Left-turn
TR = Shared Through/Right-turn
LR = Shared Left-turn/Right-turn
LTR = Shared Left-turn/Through/Right-turn
A/0
A/0
A/0
A/0
A/0
A/0
A/0
A/0
B/15
B/13
B/14
B/13
B/12
B/12
B/13
B/12
B/13
B/16
B/14
B/15
B/14
B/12
B/11
B/12
B/12
B/14
B/15
B/13
B/14
B/13
B/13
B/12
B/13
B/12
B/13
B/16
B/14
B/15
B/14
B/12
B/11
B/12
B/12
B/14
B/15
B/13
B/14
B/13
B/13
B/12
B/13
B/12
B/13
B/16
B/14
B/15
B/14
B/12
B/11
B/12
B/12
B/14
B/15
B/13
B/14
B/14
B/13
B/12
B/13
B/12
B/13
B/16
B/14
B/15
B/14
B/12
B/11
B/12
B/12
B/14
C/27
C/27
C/30
C/25
B/11
A/6
A/4
A/7
A/8
A/4
B/11
C/29
C/27
C/28
C/26
A/10
A/9
A/4
B/12
A/6
A/4
B/11
C/27
C/27
C/30
C/25
B/11
A/7
A/4
A/8
A/9
A/4
B/12
C/29
C/27
C/28
C/26
B/10
A/10
A/4
B/14
A/6
A/4
B/11
C/27
C/27
C/30
C/25
B/11
A/7
A/4
A/8
A/9
A/4
B/12
C/29
C/27
C/28
C/26
B/10
A/10
A/4
B/14
A/6
A/4
B/11
C/27
C/27
C/30
C/25
B/12
A/7
A/4
A/8
A/9
A/4
B/12
C/29
C/27
C/28
C/26
B/11
B/10
A/4
B/14
A/6
A/4
B/12
30
D. Proposed Site Driveway Passing & Right-Turn Lanes
Based upon the proposed site plan, a passing flare to avoid left-turning vehicles on EB
Dryden Road and a right-turn deceleration lane on WB Dryden Road is proposed for the site
access driveway. Providing these features will allow vehicles entering the site to move off of
the traveled way where vehicles may not be expecting slowing or stopped vehicles. As
detailed in the Board of Lapeer County Road Commissioners Policy on: Construction of
Commercial Driveways, Private Road Approaches, and Public Roadways it is encouraged
that passing flares and right-turn lanes be provided at major points of ingress/egress.
E. Sight Distance at Proposed Site Driveway
A detailed review of the roadway frontage at the proposed site location was undertaken to
determine the preferred location of the driveway. As detailed in the Board of Lapeer County
Road Commissioners Policy on: Construction of Commercial Driveways, Private Road
Approaches, and Public Roadways, approaches shall be constructed as to provide the most
favorable vision and grade conditions possible with sight distance in accordance with the
most current version of AASHTO “A Policy on Geometric Design of Highways and Streets”.
Per AASHTO guidelines, the required sight triangle for the drive is based upon a clear
viewing area that provides a driver from a minor roadway sufficient time to depart from the
intersection and enter the major roadway. The triangle is determined by the distance the
vehicle is stopped from the major roadway, the speed of the major roadway, the eye height
of the driver, the required height of the object to be identified and the time required for the
vehicle to make a turning movement. The resulting required intersection sight distance is as
detailed in the following table with calculations provided in Appendix E.
Table 4: Intersection Sight Distance (ISD) Summary
Design Vehicle
Car
Truck
Required Left
Turn ISD (Ft)
610
930
Required Right
Turn ISD (Ft)
530
850
As shown in the previous table, the left-turning truck ISD is the controlling distance at 930 ft.
Utilizing this distance as our control, along with topographical survey information for the
roadway frontage, locations where the intersection sight distance is met is provided in Figure
20. Per AASHTO guidelines, the eye height of the truck exiting the drive is 7.6 ft and the
object to be identified is 3.5 ft tall. It was assumed that the elevation of the driveway at the
stop location was the same as the centerline elevation for the purposes of this preliminary
analysis.
31
Figure 20: Proposed Driveway Location
Ribble Rd
N
Farm Driveway
Residential
Driveway
As shown in the previous figure, two areas were identified where sight distance requirements
are met and include an area approximately 500 ft to 900 ft west of Ribble Road and an area
approximately 1480 ft to 1750 ft west of Ribble Road. A preferred location was identified
approximately 900 ft west of Ribble Road. This location is preferred as the proposed left-turn
passing flare would not extend through a farm driveway or residential driveway on the south
side of Dryden Road. Per Lapeer County guidelines, driveways shall not be located along
acceleration or deceleration lanes and tapers unless no other reasonable access points are
available.
The proposed location of the driveway will need to be verified during the project design phase
to ensure all requirements are met.
V. CRASH ANALYSIS
A crash analysis was completed within the Villages of Metamora and Dryden to determine if
the existing commercial vehicles that travel through these areas are significantly impacting
crashes. Five years of crash data (January 1st, 2010 to December 31st, 2014) provided by
MichiganTrafficCrashFacts.org was utilized in the analysis of these locations which are
summarized in the following sections. Please refer to Appendix F for a copy of each of the
reviewed crash reports.
32
A. Village of Metamora
The analysis limits include Dryden Road from School Street to Pleasant Street and Oak St
within 250 ft north and south of Dryden Road within the Village of Metamora. Eight (8)
crashes occurred within the five-year study period, of which one (1) was attributable to a
commercial vehicle. This crash occurred when a driver that was stopped at a stop light
backed up on the roadway into a trailing vehicle to make room for a turning commercial
vehicle. The crash report states that the turning vehicle was a semi-tractor/trailer but as the
truck did not strike a vehicle, it only included the private vehicles that were involved in the
collision. The remaining seven (7) crashes were due to various driver error related causes
including multiple passenger vehicle parking related crashes at the on-street parking, an
intoxicated driver and a driver that rear ended a leading vehicle they thought had started to
move through a green signal. Based upon the reviewed crash causes, commercial vehicles
have not been shown to be significantly contributing to crashes at this location.
B. Village of Dryden
The analysis limits include Dryden Road from Union Street to Pleasant Street and Mill Road
within 250 ft north and south of Dryden Road within the Village of Dryden. Eleven (11)
crashes occurred within the five-year study period, none of which were attributable to
commercial traffic. Of the eleven (11) crashes, six (6) involved parked vehicles where a driver
either did not see another vehicle while attempting to leave the space or drivers striking
parked vehicles on the on-street parking. The remaining five (5) crashes were due to various
driver error related causes including drivers running red lights, not clearing a frosted window
and a drowsy driver not stopping within assured clear distance for a stopped vehicle at the
signal. Based upon the reviewed crash causes at this location, commercial vehicles have not
been shown to be contributing to crashes at this location.
C. Pedestrian Safety
As noted in the Trip Distribution and Assignment portion of this document, site traffic will
utilize Dryden Road from the proposed site, traveling towards M-24 (Lapeer Road) to the
west and M-53 (Van Dyke Ave.) to the east. This route passes through the Village of
Metamora and the Village of Dryden, both in Lapeer County. Limited sidewalk is present
within the truck haul route noted above, primarily located within the Village Limits of
Metamora and Dryden where sidewalk is located parallel to Dryden Road. Locations where
pedestrians cross the proposed truck route are as follows:
·
·
·
Southern and eastern legs of the Dryden Rd / M-24 (Lapeer Rd) Intersection.
Western and eastern legs of the Dryden Rd / Oak St Intersection.
Western and eastern legs of the Dryden Rd / Mill Rd Intersection.
Please refer to Section II.B. Study Area Intersections for figures and descriptions of the
intersections noted above. At the Dryden Road / M-24 (Lapeer Rd) intersection, pedestrian
signals and pushbuttons are present for crossing pedestrians. No sidewalk ramps are
provided for pedestrians at this intersection.
33
At the intersection of Dryden Rd with Oak St and Mill Rd, crosswalks and sidewalk ramps
are provided for pedestrians to cross Dryden Rd. No pedestrian pushbuttons are present at
either of these intersections, but pedestrian signals are provided at the Dryden Rd / Mill Rd
intersection.
Within the Villages of Metamora and Dryden, the sidewalk extends through adjacent side
streets parallel to Dryden Rd. However, pedestrian crossings for Dryden Rd are limited to
the signalized intersections noted above.
The crash analysis performed for the Villages of Metamora and Dryden does not show an
example of a pedestrian/truck accident, even though Dryden Road has been used as an
existing truck route during the analysis period.
According to a report of pedestrian-vehicle accidents from 2013, summarized and provided
by the NHTSA for accidents in the United States (see Appendix G), the following can be
reported:
·
·
·
·
Pedestrian fatalities make up about 14% of all traffic related fatalities
The substantial majority of pedestrian fatalities occur in urban areas (73%)
The substantial majority of pedestrian fatalities occur in the dark (72%)
Large trucks are involved in less than 7% of pedestrian fatalities
Given the limited number of pedestrian facilities in the area of the proposed truck haul route,
the fact that the overwhelming majority of truck related pedestrian deaths occur outside of
the business hours of the proposed operations, the lack of reported incidents in the local
area, and the rural character of the truck route, it is unlikely that the increase in truck traffic
on the haul route poses a substantial threat to pedestrian safety in the community.
VI. SUMMARY AND CONCLUSIONS
Based on the projected traffic volumes and all analyses detailed in this report, the following
conclusions are formulated:
Ø The level of service results comparing the Build scenario with the No-Build scenario
suggest that no serious consequences to the surrounding roadway network are
anticipated as a result of the proposed development.
Ø A crash analysis within the Villages of Metamora and Dryden did not show that existing
commercial traffic was significantly impacting crashes in these areas.
34
VII.
RECOMMENDATIONS
The following recommendations are suggested as a result of this analysis:
Ø The location of the proposed site drive should be closely reviewed prior to construction
of the project. Based upon preliminary calculations it was determined that intersection
sight distance requirements are met if the driveway is located within an area
approximately 500 ft to 900 ft west or 1480 ft to 1750 ft west of Ribble Road. A
preferred location of 900 ft west of Ribble Road was identified as the proposed leftturn passing flare would not extend through residential drives on Dryden Road.
Ø The proposed site driveway should be stop sign controlled and should be constructed
with one inbound and at least one outbound lane.
Ø A left-turn passing flare should be provided for eastbound Dryden Road vehicles at
the site driveway.
Ø A right-turn deceleration lane should be provided for westbound entering vehicles to
the proposed site.
Ø Minor traffic signal timing adjustments at the M-24/Lapeer Road intersection during
the morning and evening peak hour should be reviewed.
35
Firm Description
We love what we do.
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on the highest level of integrity, dependability,
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experience and rich portfolio of work that features everything from restoration of historic landmarks, to
comprehensive bridge and highway design, to waterfront master planning.
We are stewards of the communities in which we operate. Sustainably-minded on projects large and
small. We’re recognized by our peers for design excellence, ethics, growth, and especially our people.
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Mission
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our passion and our projects.
Vision
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creating a better world by design.
Core Values:
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Appendix A
Traffic Count Information
File Name
Site Code
Start Date
Page No
Start Time Right
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0
0
0
0
0
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
1
1
Grand Total
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
LAPEER RD
From North
Thru Left Peds
183
31
0
206
20
0
260
14
0
213
13
0
862
78
0
App. Total
214
226
274
226
940
Groups Printed- Unshifted - Bank 1 - Bank 2
DRYDEN RD
LAPEER RD
From East
From South
Right Thru
Left Peds App. Total Right Thru Left Peds
24
0
30
0
54
8 107
0
0
29
0
33
0
62
5 108
0
0
24
0
28
2
54
7 128
0
0
34
0
25
0
59
14 142
0
0
111
0 116
2
229
34 485
0
0
App. Total
115
113
135
156
519
: Lapeer & Dryden_AM
: 00000000
: 5/21/2015
:1
DRYDEN RD
From West
Right Thru
Left Peds
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
App. Total
Int. Total
0
0
0
0
0
383
401
463
441
1688
178
188
169
128
663
19
20
13
16
68
0
0
0
0
0
197
208
182
145
732
27
28
19
21
95
0
0
0
0
0
23
22
33
17
95
0
0
0
0
0
50
50
52
38
190
11
8
16
10
45
113
90
103
103
409
1
0
1
0
2
0
0
0
0
0
125
98
120
113
456
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
372
356
354
296
1378
1 1525
0.1 91.2
0 49.7
1 1452
100 95.2
0
73
0
4.8
0
0
0
0
146
8.7
4.8
132
90.4
14
9.6
0
0
0
0
0
0
0
0
0
0
0
1672
206
49.2
6.7
49
23.8
20
9.7
137
66.5
0
0
0
0
0
0
0
0
0
211
50.4
6.9
203
96.2
8
3.8
0
0
2
0.5
0.1
2
100
0
0
0
0
419
79
8.1
2.6
57
72.2
4
5.1
18
22.8
894
91.7
29.2
835
93.4
59
6.6
0
0
2
0.2
0.1
2
100
0
0
0
0
0
0
0
0
0
0
0
0
0
975
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
3066
0
0
0
0
0
0
0
2733
89.1
178
5.8
155
5.1
54.5
1585
94.8
87
5.2
0
0
LAPEER RD
From North
Start Time Right
Thru
Left
13.7
254
60.6
28
6.7
137
32.7
DRYDEN RD
From East
31.8
894
91.7
63
6.5
18
1.8
LAPEER RD
From South
DRYDEN RD
From West
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:00 AM
07:00 AM
0 183
31
0
214
24
0
07:15 AM
0 206
20
0
226
29
0
07:30 AM
0 260
14
0
274
24
0
07:45 AM
0 213
13
0
226
34
0
Total Volume
0 862
78
0
940 111
0
% App. Total
0 91.7
8.3
0
48.5
0
PHF .000 .829 .629 .000
.858 .816 .000
30
33
28
25
116
50.7
.879
0
0
2
0
2
0.9
.250
54
62
54
59
229
8
5
7
14
34
6.6
.607
107
108
128
142
485
93.4
.854
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
115
113
135
156
519
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
383
401
463
441
1688
.000
.911
Peds
App. Total
Right
.923
.832
File Name
Site Code
Start Date
Page No
Start Time Right
LAPEER RD
From North
Thru Left Peds
135
23
0
128
27
0
118
28
0
115
34
0
496 112
0
App. Total
DRYDEN RD
LAPEER RD
From East
From South
Right Thru
24
0
19
0
43
22 134
0
0
29
0
28
0
57
15 117
1
0
24
0
25
0
49
16 143
1
0
24
0
17
0
41
21 162
0
0
101
0
89
0
190
74 556
2
0
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
0
0
0
0
0
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
0
0
0
0
128
128
110
118
484
26
34
29
32
121
0
0
0
0
0
154
162
139
150
605
26
29
50
44
149
0
0
0
0
0
17
16
27
26
86
0
0
0
0
0
43
45
77
70
235
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
2
0
0
2
151
135
161
135
582
20
21
39
39
119
0
0
0
0
0
171
158
200
174
703
50
30
44
33
157
0
0
0
0
0
24
18
19
29
90
0
0
0
0
0
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
0
0
0
133
154
120
130
537
24
30
27
42
123
0
0
0
0
0
157
184
147
172
660
35
40
34
41
150
0
0
0
0
0
27
24
21
25
97
2 2099
0.1 81.5
0 27.8
2 1984
100 94.5
0
115
0
5.5
0
0
0
0
475
18.4
6.3
447
94.1
28
5.9
0
0
0
0
0
0
0
0
0
0
0
2576
557
60.6
7.4
228
40.9
50
9
279
50.1
0
0
0
0
0
0
0
0
0
362
39.4
4.8
338
93.4
24
6.6
0
0
Grand Total
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
158
155
146
149
608
34.1
2433
94.4
143
5.6
0
0
LAPEER RD
From North
Start Time Right
Thru
Left
359
345
355
374
1433
248
233
266
298
1045
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
445
440
482
518
1885
74
48
63
62
247
25 235
24 244
35 265
33 266
117 1010
0
0
0
0
0
0
0
0
260
268
300
299
0
0
0
0
0
0
0
0
0
1
1
2
0
0
0
0
0
1
1
2
505
475
564
537
0
0
1127
0
0
4
0
4
2081
0
0
0
0
0
62
64
55
66
247
35
270
42
285
36
277
34
261
147 1093
0
0
0
0
0
0
0
0
0
0
305
327
313
295
1240
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
1
0
0
0
1
525
575
515
533
2148
0
0
0
0
0
0
0
0
0
919
434 3608
10.7 89.2
5.8 47.8
330 3429
76
95
29
179
6.7
5
75
0
17.3
0
2
0
0
2
100
0
0
0
0
0
0
0
0
0
0
0
0
0
4044
1
12.5
0
1
100
0
0
0
0
0
0
0
0
0
0
0
0
0
7
87.5
0.1
7
100
0
0
0
0
0
0
0
0
0
0
0
0
0
8
7547
0.1
8
100
0
0
0
0
6768
89.7
425
5.6
354
4.7
53.6
3761
93
208
5.1
75
1.9
LAPEER RD
From South
Thru
Left
Peds
App. Total
19
29
27
24
99
0
0
0
0
0
.853
.000
Right
Int. Total
2
0
0
1
3
0
0
0
0
0
DRYDEN RD
From East
App. Total
App. Total
0
0
0
0
0
Peak Hour Analysis From 02:00 PM to 05:45 PM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 04:30 PM
04:30 PM
0 161
39
0
200
44
0
04:45 PM
0 135
39
0
174
33
0
05:00 PM
0 133
24
0
157
35
0
05:15 PM
0 154
30
0
184
40
0
Total Volume
0 583 132
0
715 152
0
Peds
156
133
160
183
632
DRYDEN RD
From West
Right Thru
Left Peds
1
0
1
0
0
0
0
0
0
0
0
0
0
0
1
0
1
0
2
0
223
206
247
273
949
12.2
566
61.6
74
8.1
279
30.4
25
27
19
25
96
App. Total
: Lapeer & Dryden_PM
: 00000000
: 5/21/2015
:1
DRYDEN RD
From West
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
63
62
62
64
251
35 265
33 266
35 270
42 285
145 1086
0
0
0
0
0
0
0
0
300
299
305
327
0
0
0
0
0
0
0
0
1
2
1
0
0
0
0
0
1
2
1
0
564
537
525
575
0
0
1231
0
0
4
0
4
2201
.980
.863
.000
.000
.941
.000
.000
.500
.000
.500
.957
Right
% App. Total
PHF
.000
.905
.846
.000
.894
.864
.000
.953
File Name
Site Code
Start Date
Page No
Start Time Right
OAK
From North
Thru Left Peds
9
7
0
5
6
0
3
7
0
3
8
0
20
28
0
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
13
12
11
5
41
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
6
9
0
3
18
2
2
3
2
9
4
5
8
2
19
Grand Total
59
43.7
7.1
57
96.6
2
3.4
0
0
29
21.5
3.5
28
96.6
1
3.4
0
0
47
34.8
5.7
44
93.6
2
4.3
1
2.1
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
OAK
From North
DRYDEN
OAK
From East
From South
Thru Left Peds App. Total Right Thru Left Peds
34
1
0
38
3
2
2
0
35
1
0
44
2
3
1
0
35
4
0
47
1
8
16
0
42
1
0
50
3
3
4
0
146
7
0
179
9
16
23
0
App. Total
Right
29
23
21
16
89
3
8
8
7
26
0
0
0
0
0
12
16
11
7
46
8
7
5
10
30
51
31
41
34
157
2
2
2
2
8
0
0
0
0
0
61
40
48
46
195
4
2
1
1
8
1
1
3
2
7
1
3
2
3
9
0
0
0
0
0
0
0
0
0
135
56
15
6.8
55
98.2
1
1.8
0
0
303
81
36.6
283
93.4
15
5
5
1.7
15
4
1.8
10
66.7
3
20
2
13.3
0
0
0
0
0
0
0
0
0
374
17
23.6
2.1
15
88.2
2
11.8
0
0
23
31.9
2.8
22
95.7
1
4.3
0
0
32
44.4
3.9
29
90.6
2
6.2
1
3.1
16.3
129
95.6
5
3.7
1
0.7
45.2
348
93
19
5.1
7
1.9
DRYDEN
From East
Left Peds App. Total Right Thru
Start Time Right Thru
07:00 AM
13
9
7
0
29
3
34
07:15 AM
12
5
6
0
23
8
35
07:30 AM
11
3
7
0
21
8
35
07:45 AM
5
3
8
0
16
7
42
Total Volume
41
20
28
0
89
26 146
% App. Total 46.1 22.5 31.5
0
14.5 81.6
PHF .788 .556 .875 .000
.767 .813 .869
: Oak & Dryden_AM
: 00000000
: 5/21/2015
:1
DRYDEN
From West
Thru Left Peds
14
4
0
17
2
0
21
5
0
22
5
0
74
16
0
App. Total
Right
7
6
25
10
48
24
8
2
2
36
0
0
0
0
0
6
6
6
6
24
1
2
1
8
12
22
25
22
16
85
5
6
5
7
23
0
0
0
0
0
0
0
0
0
72
48
19.5
5.8
48
100
0
0
0
0
159
64.6
19.2
146
91.8
9
5.7
4
2.5
39
15.9
4.7
37
94.9
1
2.6
1
2.6
8.7
66
91.7
5
6.9
1
1.4
OAK
From South
App. Total
Int. Total
42
27
28
29
126
116
100
121
105
442
0
0
0
0
0
28
33
28
31
120
107
95
93
90
385
0
0
0
0
0
0
0
0
0
246
827
29.7
231
93.9
10
4.1
5
2
774
93.6
39
4.7
14
1.7
DRYDEN
From West
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
1
1
4
1
7
3.9
.438
0
0
0
0
0
0
.000
38
44
47
50
179
3
2
1
3
9
18.8
.750
2
3
8
3
16
33.3
.500
2
1
16
4
23
47.9
.359
0
0
0
0
0
0
.000
7
6
25
10
48
24
8
2
2
36
28.6
.375
14
17
21
22
74
58.7
.841
4
2
5
5
16
12.7
.800
0
0
0
0
0
0
.000
42
27
28
29
126
116
100
121
105
442
.750
.913
.895
.480
File Name
Site Code
Start Date
Page No
Start Time Right
OAK
From North
Thru Left Peds
3
4
0
5
10
0
7
11
0
4
11
1
19
36
1
App. Total
Right
21
25
26
25
97
9
9
8
10
36
0
0
0
0
0
22
22
23
35
102
6
5
12
7
30
24
22
34
44
124
1
0
2
1
4
0
0
0
0
0
31
27
48
52
158
5
4
4
4
17
4
16
11
9
40
3
11
20
4
38
2
5
4
5
16
0
0
0
0
0
13
10
18
16
57
5
11
9
11
36
27
29
27
40
123
4
1
2
2
9
0
0
0
0
0
36
41
38
53
168
4
4
6
2
16
10
6
11
8
35
5
6
5
3
19
7
12
3
11
33
0
0
0
0
0
15
27
14
20
76
11
6
17
9
43
38
33
37
40
148
0
1
1
1
3
0
0
0
0
0
49
40
55
50
194
2
5
4
1
12
67
20.2
3.2
64
95.5
0
0
3
4.5
134
40.4
6.4
128
95.5
4
3
2
1.5
1
0.3
0
0
0
1
100
0
0
332
145
21.4
6.9
130
89.7
8
5.5
7
4.8
509
75.2
24.2
483
94.9
23
4.5
3
0.6
23
3.4
1.1
17
73.9
5
21.7
1
4.3
0
0
0
0
0
0
0
0
0
677
49
20.1
2.3
43
87.8
3
6.1
3
6.1
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
14
10
8
9
41
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
7
8
9
11
35
6
0
6
6
18
9
14
8
18
49
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
10
3
12
5
30
1
2
2
6
11
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
3
9
6
6
24
Grand Total
130
39.2
6.2
125
96.2
3
2.3
2
1.5
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
Dryden
OAK
From East
From South
27
3
0
39
0
5
3
0
29
2
0
40
1
1
1
0
31
0
0
39
3
5
4
0
27
2
0
39
0
3
3
0
114
7
0
157
4
14
11
0
15.8
317
95.5
8
2.4
7
2.1
32.1
630
93.1
36
5.3
11
1.6
: Oak & Dryden_PM
: 00000000
: 5/21/2015
:1
Dryden
From West
Thru Left Peds
28
12
0
18
4
0
35
7
0
33
4
0
114
27
0
App. Total
Right
8
3
12
6
29
2
3
2
11
18
0
0
0
0
0
12
31
35
17
95
7
5
5
6
23
35
38
35
39
147
6
5
13
16
40
7
9
10
1
27
0
0
0
0
0
21
19
27
11
78
3
2
4
3
12
38
44
46
54
182
4
6
8
2
20
4
2
3
1
10
0
0
0
0
0
10
13
15
4
42
2
1
3
2
8
109
44.7
5.2
103
94.5
5
4.6
1
0.9
86
35.2
4.1
80
93
6
7
0
0
0
0
0
0
0
0
0
0
0
244
61
7.2
2.9
59
96.7
2
3.3
0
0
11.6
226
92.6
14
5.7
4
1.6
OAK
From South
App. Total
Int. Total
42
25
44
48
159
110
93
121
118
442
0
0
0
0
0
48
48
53
61
210
113
128
159
165
565
7
7
14
9
37
0
0
0
0
0
48
53
64
66
231
118
123
147
146
534
53
60
42
51
206
9
13
8
9
39
0
0
0
0
0
64
74
53
62
253
138
154
137
136
565
649
76.1
30.8
617
95.1
30
4.6
2
0.3
143
16.8
6.8
137
95.8
5
3.5
1
0.7
0
0
0
0
0
0
0
0
0
853
2106
40.5
813
95.3
37
4.3
3
0.4
1986
94.3
95
4.5
25
1.2
OAK
From North
Dryden
From East
04:30 PM
12
2
4
0
18
9
27
04:45 PM
5
6
5
0
16
11
40
05:00 PM
3
5
7
0
15
11
38
05:15 PM
9
6
12
0
27
6
33
Total Volume
29
19
28
0
76
37 138
% App. Total 38.2
25 36.8
0
20.6 76.7
PHF .604 .792 .583 .000
.704 .841 .863
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
2
2
0
1
5
2.8
.625
0
0
0
0
0
0
.000
38
53
49
40
180
6
2
2
5
15
24.6
.625
11
8
4
6
29
47.5
.659
10
1
4
2
17
27.9
.425
0
0
0
0
0
0
.000
27
11
10
13
61
4
3
2
1
10
3.7
.625
46
54
53
60
213
79.5
.888
14
9
9
13
45
16.8
.804
0
0
0
0
0
0
.000
64
66
64
74
268
147
146
138
154
585
.905
.950
.849
Dryden
From West
.565
File Name
Site Code
Start Date
Page No
Start Time
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
John R Sand & Gravel Drive
Dryden
From North
From East
From South
Right Thru
Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds
1
0
0
0
1
0
32
0
0
32
0
0
0
0
0
0
0
0
0
0
34
0
0
34
0
0
0
0
0
0
0
0
0
0
23
0
0
23
0
0
0
0
0
0
0
0
0
0
38
0
0
38
0
0
0
0
1
0
0
0
1
0 127
0
0
127
0
0
0
0
: John R Sand & Dryden_AM
: 00000000
: 5/20/2015
:1
App. Total
Right
0
0
0
0
0
0
0
1
0
1
Dryden
From West
Thru Left Peds
18
0
0
17
0
0
26
0
0
21
0
0
82
0
0
App. Total
Int. Total
18
17
27
21
83
51
51
50
59
211
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
48
36
34
26
144
0
0
0
0
0
0
0
0
0
0
48
36
34
26
144
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
27
22
30
22
101
0
0
0
0
0
0
0
0
0
0
28
22
30
22
102
76
58
64
48
246
Grand Total
1
100
0.2
0
0
1
100
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
0
0
0
0
0
0
271
100
59.3
260
95.9
7
2.6
4
1.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
271
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1.1
0.4
2
100
0
0
0
0
183
98.9
40
172
94
8
4.4
3
1.6
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
185
457
40.5
174
94.1
8
4.3
3
1.6
434
95
16
3.5
7
1.5
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
0.2
0
0
1
100
0
0
59.3
260
95.9
7
2.6
4
1.5
0
0
0
0
0
0
0
From North
Dryden
From East
Dryden
From West
07:45 AM
0
0
0
0
0
0
38
08:00 AM
0
0
0
0
0
0
48
08:15 AM
0
0
0
0
0
0
36
08:30 AM
0
0
0
0
0
0
34
Total Volume
0
0
0
0
0
0 156
% App. Total
0
0
0
0
0 100
PHF .000 .000 .000 .000
.000 .000 .813
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
38
48
36
34
156
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
1
0
0
1
1
.250
21
27
22
30
100
99
.833
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
21
28
22
30
101
59
76
58
64
257
.842
.845
From South
.813
.000
File Name
Site Code
Start Date
Page No
Start Time
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
DRYDEN
From North
From East
From South
Right Thru
Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds
0
0
0
0
0
0
33
0
0
33
0
0
0
0
1
0
0
0
1
0
27
0
0
27
0
0
0
0
0
0
0
0
0
0
29
0
0
29
0
0
0
0
1
0
0
0
1
0
30
0
0
30
0
0
0
0
2
0
0
0
2
0 119
0
0
119
0
0
0
0
: John R Sand & Dryden_PM
: 00000000
: 5/20/2015
:1
App. Total
Right
0
0
0
0
0
0
0
0
0
0
DRYDEN
From West
Thru Left Peds
35
1
0
27
0
0
31
1
0
40
0
0
133
2
0
App. Total
Int. Total
36
27
32
40
135
69
55
61
71
256
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
1
0
0
1
0
0
0
1
1
32
36
31
28
127
0
0
0
0
0
0
0
0
0
0
32
36
31
29
128
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
38
38
41
38
155
1
0
0
0
1
0
0
0
0
0
39
38
41
38
156
71
75
72
67
285
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
1
1
0
0
0
0
0
0
0
0
1
1
0
0
1
0
1
29
36
38
35
138
0
0
1
0
1
0
0
0
0
0
29
36
40
35
140
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
41
38
46
37
162
0
1
0
1
2
0
0
0
0
0
41
39
46
38
164
70
75
86
74
305
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
2
0
0
0
2
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
3
0
0
0
3
1
0
0
0
1
37
44
37
48
166
0
0
0
0
0
0
0
0
0
0
38
44
37
48
167
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
36
54
41
40
171
0
0
0
0
0
0
0
0
0
0
36
54
41
40
171
77
98
78
88
341
Grand Total
4
57.1
0.3
2
50
2
50
0
0
0
0
0
0
0
0
0
0
0
3
42.9
0.3
3
100
0
0
0
0
0
0
0
0
0
0
0
0
0
7
3
0.5
0.3
3
100
0
0
0
0
550
99.3
46.3
510
92.7
32
5.8
8
1.5
1
0.2
0.1
1
100
0
0
0
0
0
0
0
0
0
0
0
0
0
554
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
621
99.2
52.3
594
95.7
22
3.5
5
0.8
5
0.8
0.4
3
60
2
40
0
0
0
0
0
0
0
0
0
0
0
626
1187
52.7
597
95.4
24
3.8
5
0.8
1116
94
58
4.9
13
1.1
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
0.6
5
71.4
2
28.6
0
0
From North
46.7
514
92.8
32
5.8
8
1.4
DRYDEN
From East
05:00 PM
2
0
1
0
3
1
37
05:15 PM
0
0
0
0
0
0
44
05:30 PM
0
0
0
0
0
0
37
05:45 PM
0
0
0
0
0
0
48
Total Volume
2
0
1
0
3
1 166
% App. Total 66.7
0 33.3
0
0.6 99.4
PHF .250 .000 .250 .000
.250 .250 .865
0
0
0
0
0
0
0
DRYDEN
From West
From South
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
38
44
37
48
167
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
0
0
0
0
0
.000
36
54
41
40
171
100
.792
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
36
54
41
40
171
77
98
78
88
341
.792
.870
.870
.000
File Name
Site Code
Start Date
Page No
Start Time Right
RIBBLE RD
From North
Thru Left Peds
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
App. Total
DRYDEN RD
RIBBLE RD
From East
From South
Right Thru
0
28
0
0
28
0
0
0
0
0
29
0
0
29
0
0
0
0
0
22
0
0
22
0
0
0
0
0
35
0
0
35
0
0
0
0
0 114
0
0
114
0
0
0
0
App. Total
: Ribble & Dryden_AM
: 00000000
: 5/20/2015
:1
DRYDEN RD
From West
Right Thru
Left Peds
0
17
0
0
0
16
1
0
0
26
0
0
0
21
0
0
0
80
1
0
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
0
0
0
0
0
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
47
36
28
26
137
0
0
0
0
0
0
0
0
0
0
47
36
28
26
137
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
24
23
26
21
94
0
0
0
0
0
Grand Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
251
100
58.9
224
89.2
27
10.8
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
251
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
174
99.4
40.8
157
90.2
17
9.8
0
0
1
0.6
0.2
1
100
0
0
0
0
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
RIBBLE RD
From North
0
0
0
0
0
0
0
0
0
0
0
0
58.9
224
89.2
27
10.8
0
0
DRYDEN RD
From East
07:45 AM
0
0
0
0
0
0
35
08:00 AM
0
0
0
0
0
0
47
08:15 AM
0
0
0
0
0
0
36
08:30 AM
0
0
0
0
0
0
28
Total Volume
0
0
0
0
0
0 146
% App. Total
0
0
0
0
0 100
PHF .000 .000 .000 .000
.000 .000 .777
0
0
0
0
0
0
0
0
0
0
0
0
RIBBLE RD
From South
App. Total
Int. Total
17
17
26
21
81
45
46
48
56
195
0
0
0
0
0
24
23
26
21
94
71
59
54
47
231
0
0
0
0
0
0
0
0
0
175
426
41.1
158
90.3
17
9.7
0
0
382
89.7
44
10.3
0
0
DRYDEN RD
From West
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
35
47
36
28
146
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
0
0
0
0
0
.000
21
24
23
26
94
100
.904
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
21
24
23
26
94
56
71
59
54
240
.904
.845
.777
.000
File Name
Site Code
Start Date
Page No
Start Time Right
RIBBLE RD
From North
Thru Left Peds
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
App. Total
DRYDEN RD
RIBBLE RD
From East
From South
Right Thru
0
33
0
0
33
0
0
0
0
0
27
0
0
27
0
0
0
0
0
29
0
0
29
0
0
0
0
0
32
0
0
32
0
0
0
0
0 121
0
0
121
0
0
0
0
App. Total
: Ribble & Dryden_PM
: 00000000
: 5/20/2015
:1
DRYDEN RD
From West
Right Thru
Left Peds
0
31
0
0
0
26
0
0
0
27
0
0
0
35
0
0
0 119
0
0
App. Total
Int. Total
31
26
27
35
119
64
53
56
67
240
0
0
0
0
0
35
35
44
36
150
65
68
73
71
277
0
0
0
0
0
0
0
0
0
0
36
37
41
38
152
68
67
75
77
287
45
53
39
32
169
1
0
0
1
2
0
0
0
0
0
46
53
39
33
171
79
92
71
80
322
590
99.7
52.4
561
95.1
29
4.9
0
0
2
0.3
0.2
2
100
0
0
0
0
0
0
0
0
0
0
0
0
0
592
1126
52.6
563
95.1
29
4.9
0
0
1052
93.4
74
6.6
0
0
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
0
0
0
0
0
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
1
0
0
1
0
0
0
0
0
0
1
0
0
1
1
0
0
0
1
29
32
29
35
125
0
0
0
0
0
0
0
0
0
0
30
32
29
35
126
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
35
35
44
36
150
0
0
0
0
0
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
1
0
0
0
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
1
0
0
0
1
0
0
0
0
0
31
30
34
39
134
0
0
0
0
0
0
0
0
0
0
31
30
34
39
134
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
36
37
41
38
152
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
33
39
32
47
151
0
0
0
0
0
0
0
0
0
0
33
39
32
47
151
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Grand Total
1
50
0.1
1
100
0
0
0
0
0
0
0
0
0
0
0
0
0
1
50
0.1
1
100
0
0
0
0
0
0
0
0
0
0
0
0
0
2
1
0.2
0.1
1
100
0
0
0
0
531
99.8
47.2
486
91.5
45
8.5
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
532
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
RIBBLE RD
From North
0
0
0
0
0
0.2
2
100
0
0
0
0
47.2
487
91.5
45
8.5
0
0
DRYDEN RD
From East
04:30 PM
0
0
0
0
0
0
34
04:45 PM
0
0
0
0
0
0
39
05:00 PM
0
0
0
0
0
0
33
05:15 PM
0
0
0
0
0
0
39
Total Volume
0
0
0
0
0
0 145
% App. Total
0
0
0
0
0 100
PHF .000 .000 .000 .000
.000 .000 .929
0
0
0
0
0
0
0
0
0
0
0
0
RIBBLE RD
From South
DRYDEN RD
From West
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
34
39
33
39
145
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
.000
0
0
0
0
0
0
0
0
0
0
0
.000
41
38
45
53
177
99.4
.835
0
0
1
0
1
0.6
.250
0
0
0
0
0
0
.000
41
38
46
53
178
75
77
79
92
323
.840
.878
.929
.000
File Name
Site Code
Start Date
Page No
Start Time Right
MILL RD
From North
Thru Left Peds
1
7
0
4
2
0
4
6
0
4
7
0
13
22
0
App. Total
DRYDEN RD
MILL RD
From East
From South
Right Thru
2
20
1
0
23
4
1
6
0
4
25
2
0
31
2
2
5
0
5
26
2
0
33
3
2
7
0
5
25
2
0
32
4
3
1
0
16
96
7
0
119
13
8
19
0
App. Total
: Mill & Dryden_AM
: 00000000
: 6/2/2015
:1
DRYDEN RD
From West
Right Thru
Left Peds
3
27
10
0
3
24
2
0
4
20
12
0
5
37
3
0
15 108
27
0
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
13
14
6
6
39
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
12
21
10
11
54
2
7
4
1
14
11
12
17
7
47
0
0
0
0
0
25
40
31
19
115
5
6
6
6
23
26
23
29
22
100
3
2
3
1
9
0
0
0
0
0
34
31
38
29
132
2
4
8
2
16
1
8
5
0
14
2
2
4
6
14
0
0
0
0
0
5
14
17
8
44
1
4
1
2
8
19
24
28
24
95
10
26
9
3
48
Grand Total
93
49.2
11.3
64
68.8
5
5.4
24
25.8
27
14.3
3.3
27
100
0
0
0
0
69
36.5
8.4
67
97.1
2
2.9
0
0
0
0
0
0
0
0
0
0
0
189
39
15.5
4.7
25
64.1
4
10.3
10
25.6
196
78.1
23.8
167
85.2
29
14.8
0
0
16
6.4
1.9
14
87.5
2
12.5
0
0
0
0
0
0
0
0
0
0
0
251
29
34.5
3.5
19
65.5
0
0
10
34.5
22
26.2
2.7
20
90.9
2
9.1
0
0
33
39.3
4
29
87.9
4
12.1
0
0
0
0
0
0
0
0
0
0
0
84
23
7.6
2.8
12
52.2
4
17.4
7
30.4
203
67.4
24.6
185
91.1
18
8.9
0
0
75
24.9
9.1
73
97.3
2
2.7
0
0
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
MILL RD
From North
21
20
16
17
74
22.9
158
83.6
7
3.7
24
12.7
30.4
206
82.1
35
13.9
10
4
DRYDEN RD
From East
07:45 AM
6
4
7
0
17
5
25
08:00 AM
12
2
11
0
25
5
26
08:15 AM
21
7
12
0
40
6
23
08:30 AM
10
4
17
0
31
6
29
Total Volume
49
17
47
0
113
22 103
% App. Total 43.4
15 41.6
0
16.3 76.3
PHF .583 .607 .691 .000
.706 .917 .888
11
9
12
8
40
10.2
68
81
6
7.1
10
11.9
MILL RD
From South
App. Total
Int. Total
40
29
36
45
150
95
89
97
102
383
0
0
0
0
0
30
54
38
29
151
94
139
124
85
442
0
0
0
0
0
0
0
0
0
301
825
36.5
270
89.7
24
8
7
2.3
702
85.1
72
8.7
51
6.2
DRYDEN RD
From West
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
2
3
2
3
10
7.4
.833
0
0
0
0
0
0
.000
32
34
31
38
135
4
2
4
8
18
40.9
.563
3
1
8
5
17
38.6
.531
1
2
2
4
9
20.5
.563
0
0
0
0
0
0
.000
8
5
14
17
44
5
1
4
1
11
6.6
.550
37
19
24
28
108
64.7
.730
3
10
26
9
48
28.7
.462
0
0
0
0
0
0
.000
45
30
54
38
167
102
94
139
124
459
.773
.826
.888
.647
File Name
Site Code
Start Date
Page No
Start Time Right
MILL RD
From North
Thru Left Peds
4
10
0
3
6
0
1
11
0
4
11
0
12
38
0
App. Total
DRYDEN RD
MILL RD
From East
From South
Right Thru
4
24
4
0
32
3
1
4
0
5
24
1
0
30
3
3
5
0
8
32
3
0
43
2
0
2
0
13
19
3
0
35
2
3
7
0
30
99
11
0
140
10
7
18
0
App. Total
: Mill & Dryden_PM
: 00000000
: 6/2/2015
:1
DRYDEN RD
From West
Right Thru
Left Peds
2
21
5
0
7
40
11
0
3
27
9
0
3
36
4
0
15 124
29
0
App. Total
Int. Total
28
58
39
43
168
87
114
102
113
416
0
0
0
0
0
34
41
53
44
172
113
118
143
118
492
8
6
6
5
25
0
0
0
0
0
48
45
54
40
187
131
130
124
124
509
33
41
36
47
157
10
9
10
16
45
0
0
0
0
0
51
56
50
73
230
140
154
138
138
570
544
71.9
27.4
507
93.2
37
6.8
0
0
143
18.9
7.2
140
97.9
3
2.1
0
0
0
0
0
0
0
0
0
0
0
757
1987
38.1
695
91.8
40
5.3
22
2.9
1766
88.9
99
5
122
6.1
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
5
6
4
8
23
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
4
4
12
11
31
5
3
6
4
18
14
4
12
5
35
0
0
0
0
0
23
11
30
20
84
15
25
7
10
57
30
28
39
32
129
3
2
6
3
14
0
0
0
0
0
48
55
52
45
200
2
2
2
1
7
5
6
2
2
15
1
3
4
6
14
0
0
0
0
0
8
11
8
9
36
3
3
2
5
13
24
25
37
29
115
7
13
14
10
44
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
6
4
9
6
25
7
2
2
6
17
10
7
8
8
33
0
0
0
0
0
23
13
19
20
75
9
21
10
18
58
33
40
34
36
143
6
5
1
3
15
0
0
0
0
0
48
66
45
57
216
4
1
2
3
10
4
2
1
2
9
4
3
3
2
12
0
0
0
0
0
12
6
6
7
31
3
1
7
3
14
37
38
41
32
148
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
7
5
5
10
27
3
4
9
2
18
5
3
4
5
17
0
0
0
0
0
15
12
18
17
62
11
14
16
6
47
49
53
35
26
163
4
5
6
6
21
0
0
0
0
0
64
72
57
38
231
2
4
2
4
12
4
5
6
3
18
4
5
5
3
17
0
0
0
0
0
10
14
13
10
47
8
6
4
10
28
Grand Total
106
36.1
5.3
69
65.1
1
0.9
36
34
65
22.1
3.3
61
93.8
4
6.2
0
0
123
41.8
6.2
118
95.9
5
4.1
0
0
0
0
0
0
0
0
0
0
0
294
192
24.4
9.7
136
70.8
8
4.2
48
25
534
67.9
26.9
499
93.4
35
6.6
0
0
61
7.8
3.1
61
100
0
0
0
0
0
0
0
0
0
0
0
0
0
787
39
26.2
2
22
56.4
1
2.6
16
41
49
32.9
2.5
47
95.9
2
4.1
0
0
61
40.9
3.1
58
95.1
3
4.9
0
0
0
0
0
0
0
0
0
0
0
149
70
9.2
3.5
48
68.6
0
0
22
31.4
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
MILL RD
From North
19
15
16
23
73
14.8
248
84.4
10
3.4
36
12.2
39.6
696
88.4
43
5.5
48
6.1
DRYDEN RD
From East
05:00 PM
7
3
5
0
15
11
49
05:15 PM
5
4
3
0
12
14
53
05:30 PM
5
9
4
0
18
16
35
05:45 PM
10
2
5
0
17
6
26
Total Volume
27
18
17
0
62
47 163
% App. Total 43.5
29 27.4
0
20.3 70.6
PHF .675 .500 .850 .000
.861 .734 .769
8
11
4
12
35
7.5
127
85.2
6
4
16
10.7
MILL RD
From South
DRYDEN RD
From West
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
4
5
6
6
21
9.1
.875
0
0
0
0
0
0
.000
64
72
57
38
231
2
4
2
4
12
25.5
.750
4
5
6
3
18
38.3
.750
4
5
5
3
17
36.2
.850
0
0
0
0
0
0
.000
10
14
13
10
47
8
6
4
10
28
12.2
.700
33
41
36
47
157
68.3
.835
10
9
10
16
45
19.6
.703
0
0
0
0
0
0
.000
51
56
50
73
230
140
154
138
138
570
.788
.925
.802
.839
File Name
Site Code
Start Date
Page No
Start Time Right
07:00 AM
07:15 AM
07:30 AM
07:45 AM
Total
4
8
8
12
32
08:00 AM
08:15 AM
08:30 AM
08:45 AM
Total
6
7
8
9
30
Grand Total
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Bank 2
% Bank 2
5.4
2.4
56
90.3
4
6.5
2
3.2
DRYDEN
From North
Thru Left Peds
158
3
0
158
8
0
158
5
0
142
3
0
616
19
0
App. Total
Right
165
174
171
157
667
5
6
5
11
27
VAN DYKE
DRYDEN
From East
From South
1
16
0
22
2
70
6
0
15
17
0
38
6
99
12
0
12
12
0
29
12 108
10
0
10
14
0
35
6
87
6
0
38
59
0
124
26 364
34
0
: M-53 (VAn Dyke) & Dryden_AM
: 00000000
: 6/2/2015
:1
App. Total
Right
78
117
130
99
424
34
29
23
19
105
VAN DYKE
From West
Thru Left Peds
10
9
0
4
15
0
7
7
0
9
15
0
30
46
0
App. Total
Int. Total
53
48
37
43
181
318
377
367
334
1396
141
119
95
75
430
5
3
1
4
13
0
0
0
0
0
152
129
104
88
473
5
9
5
9
28
7
11
8
7
33
7
9
10
14
40
0
0
0
0
0
19
29
23
30
101
7
3
8
10
28
104
89
99
91
383
9
5
9
10
33
0
0
0
0
0
120
97
116
111
444
26
20
35
24
105
6
6
1
3
16
7
6
13
15
41
0
0
0
0
0
39
32
49
42
162
330
287
292
271
1180
62 1046
32
2.8
1.2
26
81.2
6
18.8
0
0
0
0
0
0
0
0
0
0
0
1140
55
24.4
2.1
45
81.8
10
18.2
0
0
71
31.6
2.8
57
80.3
14
19.7
0
0
99
44
3.8
78
78.8
21
21.2
0
0
0
0
0
0
0
0
0
0
0
225
54
6.2
2.1
41
75.9
13
24.1
0
0
747
86.1
29
624
83.5
117
15.7
6
0.8
67
7.7
2.6
57
85.1
7
10.4
3
4.5
0
0
0
0
0
0
0
0
0
868
210
61.2
8.2
197
93.8
9
4.3
4
1.9
46
13.4
1.8
42
91.3
4
8.7
0
0
87
25.4
3.4
80
92
7
8
0
0
0
0
0
0
0
0
0
0
0
343
2576
13.3
319
93
20
5.8
4
1.2
2234
86.7
323
12.5
19
0.7
91.8
40.6
931
89
111
10.6
4
0.4
44.3
1013
88.9
121
10.6
6
0.5
DRYDEN
From North
Start Time Right
Thru
Left
8.7
180
80
45
20
0
0
VAN DYKE
From East
33.7
722
83.2
137
15.8
9
1
DRYDEN
From South
VAN DYKE
From West
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
07:15 AM
8 158
8
0
174
6
15
07:30 AM
8 158
5
0
171
5
12
07:45 AM
12 142
3
0
157
11
10
08:00 AM
6 141
5
0
152
5
7
Total Volume
34 599
21
0
654
27
44
% App. Total
5.2 91.6
3.2
0
22.3 36.4
PHF .708 .948 .656 .000
.940 .614 .733
17
12
14
7
50
41.3
.735
0
0
0
0
0
0
.000
38
29
35
19
121
6
12
6
7
31
6.7
.646
99
108
87
104
398
85.4
.921
12
10
6
9
37
7.9
.771
0
0
0
0
0
0
.000
117
130
99
120
466
29
23
19
26
97
58.1
.836
4
7
9
6
26
15.6
.722
15
7
15
7
44
26.3
.733
0
0
0
0
0
0
.000
48
37
43
39
167
377
367
334
330
1408
.870
.934
Peds
App. Total
Right
.796
.896
File Name
Site Code
Start Date
Page No
Start Time Right
VAN DYKE
From North
Thru Left Peds
103
7
0
107
6
0
145
7
0
105
11
0
460
31
0
App. Total
Right
118
123
162
130
533
4
7
4
5
20
0
0
0
0
0
138
140
150
149
577
6
12
7
8
33
7
8
14
14
43
3
3
10
10
26
0
0
0
0
0
16
23
31
32
102
14
16
14
27
71
173
195
184
177
729
31
35
26
35
127
6
5
10
9
30
0
0
0
0
0
157
128
125
118
528
11
8
9
9
37
18
7
9
9
43
10
11
4
6
31
0
0
0
0
0
39
26
22
24
111
19
15
16
17
67
210
201
204
203
818
145
130
111
119
505
4
8
3
4
19
0
0
0
0
0
173
165
136
130
604
10
4
5
6
25
14
17
17
9
57
10
12
4
5
31
0
0
0
0
0
34
33
26
20
113
17
10
21
12
60
238 1891
10.6 84.3
3.4 27.3
227 1714
95.4 90.6
11
177
4.6
9.4
113
5
1.6
105
92.9
8
7.1
0
0
0
0
0
0
0
2242
115
26.1
1.7
99
86.1
16
13.9
192
43.6
2.8
178
92.7
14
7.3
133
30.2
1.9
123
92.5
10
7.5
0
0
0
0
0
0
0
440
02:00 PM
02:15 PM
02:30 PM
02:45 PM
Total
8
10
10
14
42
03:00 PM
03:15 PM
03:30 PM
03:45 PM
Total
10
18
13
15
56
124
112
127
125
488
4
10
10
9
33
04:00 PM
04:15 PM
04:30 PM
04:45 PM
Total
16
15
14
15
60
135
108
101
94
438
05:00 PM
05:15 PM
05:30 PM
05:45 PM
Total
24
27
22
7
80
Grand Total
Apprch %
Total %
Unshifted
% Unshifted
Bank 1
% Bank 1
Groups Printed- Unshifted - Bank 1
DRYDEN
VAN DYKE
From East
From South
20
11
0
35
8 104
24
0
8
11
0
26
10 110
8
0
13
9
0
26
17 153
23
0
8
14
0
27
12 181
26
0
49
45
0
114
47 548
81
0
32.3
2046
91.3
196
8.7
VAN DYKE
From North
Start Time Right
Thru
Left
6.3
400
90.9
40
9.1
: M-53 (VAn Dyke) & Dryden_PM
: 00000000
: 6/2/2015
:1
DRYDEN
From West
Thru Left Peds
13
7
0
6
10
0
3
19
0
7
13
0
29
49
0
App. Total
Right
136
128
193
219
676
19
18
17
28
82
0
0
0
0
0
218
246
224
239
927
15
18
19
20
72
6
4
8
6
24
23
10
20
19
72
30
36
36
46
148
0
0
0
0
0
259
252
256
266
1033
14
22
13
15
64
5
10
8
10
33
185
185
193
188
751
35
30
33
29
127
0
0
0
0
0
237
225
247
229
938
15
18
17
21
71
245 2846
6.9 79.6
3.5 41.1
216 2677
88.2 94.1
29
169
11.8
5.9
483
13.5
7
470
97.3
13
2.7
0
0
0
0
0
0
0
3574
289
42.8
4.2
282
97.6
7
2.4
DRYDEN
From East
51.6
3363
94.1
211
5.9
VAN DYKE
From South
App. Total
Int. Total
39
34
39
48
160
328
311
420
424
1483
1
0
0
0
1
45
32
47
45
169
417
441
452
465
1775
12
19
10
25
66
0
0
0
0
0
31
51
31
50
163
486
457
434
458
1835
9
10
13
7
39
14
18
20
21
73
0
0
0
0
0
38
46
50
49
183
482
469
459
428
1838
125
18.5
1.8
117
93.6
8
6.4
260
38.5
3.8
243
93.5
17
6.5
1
0.1
0
1
100
0
0
675
6931
9.7
643
95.3
32
4.7
6452
93.1
479
6.9
DRYDEN
From West
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Right
Thru
Left
Peds
App. Total
Int. Total
04:45 PM
15
94
9
0
118
9
9
05:00 PM
24 145
4
0
173
10
14
05:15 PM
27 130
8
0
165
4
17
05:30 PM
22 111
3
0
136
5
17
Total Volume
88 480
24
0
592
28
57
% App. Total 14.9 81.1
4.1
0
23.9 48.7
PHF .815 .828 .667 .000
.855 .700 .838
6
10
12
4
32
27.4
.667
0
0
0
0
0
0
.000
24
34
33
26
117
17
17
10
21
65
6.7
.774
203
185
185
193
766
78.6
.943
46
35
30
33
144
14.8
.783
0
0
0
0
0
0
.000
266
237
225
247
975
15
15
18
17
65
35.3
.903
10
9
10
13
42
22.8
.808
25
14
18
20
77
41.8
.770
0
0
0
0
0
0
.000
50
38
46
50
184
458
482
469
459
1868
.920
.969
Peds
App. Total
Right
.860
.916
Appendix B
Level of Service Definitions
Definitions of Level of Service for Unsignalized Intersections
Level of
Service
A
B
C
D
E
F
Expected Delay to Minor
Street Traffic
Little or no delay
Short traffic delays
Average traffic delays
Long traffic delays
Very long traffic delays
*
Control Delay
Per Vehicle (sec)
≤ 10
> 10 and ≤ 15
> 15 and ≤ 25
> 25 and ≤ 35
> 35 and ≤ 50
> 50
* When extreme delays will be encountered with queuing, which may cause sever congestion
affecting other traffic movements in the intersection. This condition usually warrants improvement to
the intersection.
The Highway Capacity Manual describes level of service for unsignalized intersections and
the quality of traffic operation in terms of control delay. Control delay is the total elapsed
time from a vehicle joining the queue until its departure from the stopped position at the
head of the queue. Control delay includes initial deceleration delay, queue move-up time,
stopped and final acceleration delay.
Levels of service range from A to F, with A describing traffic operations with little or no
delay. Level of service F describes operating conditions where average total delay
exceeds 45 seconds per vehicle (control delay exceeds 50 seconds per vehicle).
Level of service analysis for unsignalized intersections considers all the turning movements
of the minor street and the left-turns from the major street entering the minor street. The
number of gaps in traffic is then compared to the number of vehicles waiting for a break in
traffic. In all cases, the level of service of unsignalized intersections describes the delay for
drivers waiting to exit the minor street or waiting to turn into the minor street. Therefore,
the majority of traffic traveling through an intersection will usually operated under a better
level of service, as the minor street will have little or no effect on through traffic.
Definitions of Level of Service for Signalized Intersections
Level of service describes the quality of operation in terms of delay to the driving public.
Levels range from A to F. Definitions for levels of service follow. The level of service
analysis provides a basis for assessing the potential impact of traffic both in terms of how
traffic conditions would change and also whether the existing transportation system would
be inadequate for the additional traffic both in terms of how traffic conditions would change
and also whether the additional transportation system would be inadequate for additional
traffic.
Level of service for signalized intersections is defined in terms of delay. Delay is a
measure of driver discomfort, frustration, fuel consumption, and lost travel time. The
Highway Capacity Manual describes level of service for signalized intersections and the
quality of traffic operation in terms of control delay per vehicle for a 15-minute analysis
period. Control delay includes initial deceleration delay, queue move-up time, stopped
delay, and final acceleration delay. Control delay may also be referred to as signal delay.
The criteria for level of service are given in the following table.
Level of Service
A
B
C
D
E
F
Control Delay Per Vehicle (sec)
≤ 10
> 10 and ≤ 20
> 20 and ≤ 35
> 35 and ≤ 55
> 55 and ≤ 80
> 80
Delay is a complex measure and is dependent on a number of variables including: the
quality of traffic progression, the cycle length, and the relative amount of green time for the
lane group or approach in question.
LOS A describes operations with very low control delay, up to 10 sec per vehicle. The level
of service occurs when progression is extremely favorable and most vehicles arrive during
the green phase. Most vehicles do not stop at all. Short cycle lengths may also contribute
to low delay.
LOS B describes operations with control delay greater than 10 and up to 20 sec per
vehicle. This level of service generally occurs with good progression, short cycle lengths,
or both. More vehicles stop than with LOS A, causing higher levels of average delay.
LOS C describes operations with control delay greater than 20 and up to 35 sec per
vehicle. These higher delays may result from fair progression, longer cycle lengths, or
both. Individual cycle failures may begin to appear at this level. Then number of vehicles
stopping is significant at this level, though many still pass through the intersection without
stopping.
LOS D describes operations with control delay greater than 35 and up to 55 sec per
vehicle. At level D, the influence of congestion becomes more noticeable. Longer delays
may result from some combination of unfavorable progression, long cycle lengths, or high
v/c ratios. Many vehicles stop, and the proportion of vehicles not stopping declines.
Individual cycle failures are noticeable.
LOS E describes operations with control delay greater than 55 and up to 80 sec per
vehicle. This level is considered by many agencies to be the limit of acceptable delay.
These high delay values generally indicate poor progression, long cycle lengths, and high
v/c ratios. Individual cycle failures are frequent occurrences.
LOS F describes operations with control delay in excess of 80 sec per vehicle. This level,
considered to be unacceptable to most drivers, often occurs with oversaturation, that is,
when arrival flow rates exceed the capacity of the intersection. It may also occur at high
v/c ratios below 1.0 with many individual cycle failures. Poor progression and long cycle
lengths may also be contributing factors to such delay levels.
Appendix C
Synchro Level of Service Intersection Reports
Existing (2015) Morning Peak Hour
HCM 2010 Signalized Intersection Summary
1: M-24 (Lapeer Rd) & Dryden Rd
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj Sat Flow, veh/h/ln
Adj Flow Rate, veh/h
Adj No. of Lanes
Peak Hour Factor
Percent Heavy Veh, %
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Grp Volume(v), veh/h
Grp Sat Flow(s),veh/h/ln
Q Serve(g_s), s
Cycle Q Clear(g_c), s
Prop In Lane
Lane Grp Cap(c), veh/h
V/C Ratio(X)
Avail Cap(c_a), veh/h
HCM Platoon Ratio
Upstream Filter(I)
Uniform Delay (d), s/veh
Incr Delay (d2), s/veh
Initial Q Delay(d3),s/veh
%ile BackOfQ(50%),veh/ln
LnGrp Delay(d),s/veh
LnGrp LOS
Approach Vol, veh/h
Approach Delay, s/veh
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
116
3
0
1.00
1.00
1900
127
0
0.91
13
162
0.09
1723
127
1723
7.7
7.7
1.00
162
0.78
162
1.00
1.00
47.2
21.9
0.0
4.7
69.0
E
0
8
0
111
18
0
1.00
1.00
1681
122
1
0.91
13
134
0.09
1429
122
1429
9.0
9.0
1.00
134
0.91
134
1.00
1.00
47.8
51.0
0.0
5.4
98.8
F
0
5
0
1.00
1.00
1900
0
1
0.91
0
439
0.00
1810
0
1810
0.0
0.0
1.00
439
0.00
692
1.00
0.00
0.0
0.0
0.0
0.0
0.0
485
2
0
34
12
0
1.00
1.00
1845
37
1
0.91
3
1105
0.70
1568
37
1568
0.8
0.8
1.00
1105
0.03
1105
1.00
1.00
4.8
0.1
0.0
0.3
4.8
A
78
1
0
1.00
1.00
1759
86
1
0.91
8
628
0.06
1675
86
1675
1.2
1.2
1.00
628
0.14
763
1.00
1.00
3.9
0.1
0.0
0.6
4.0
A
862
6
0
0
16
0
1.00
1.00
1900
0
1
0.91
0
1312
0.00
1615
0
1615
0.0
0.0
1.00
1312
0.00
1312
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
Phs Duration (G+Y+Rc), s
Change Period (Y+Rc), s
Max Green Setting (Gmax), s
Max Q Clear Time (g_c+I1), s
Green Ext Time (p_c), s
1
1
11.4
5.0
15.0
3.2
0.1
6
6
91.4
5.0
75.0
23.1
8.3
7
Intersection Summary
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1810
0
1
0.91
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
249
83.6
F
2
2
80.0
5.0
75.0
15.3
8.3
3
4
5
5
0.0
5.0
15.0
0.0
0.0
1.00
1792
533
1
0.91
6
1263
0.70
1792
533
1792
13.3
13.3
1263
0.42
1263
1.00
1.00
6.6
1.0
0.0
6.9
7.6
A
570
7.5
A
1.00
1845
947
1
0.91
3
1498
0.81
1845
947
1845
21.1
21.1
1498
0.63
1498
1.00
1.00
3.9
2.0
0.0
11.4
5.9
A
1033
5.7
A
8
8
15.0
5.0
10.0
11.0
0.0
16.7
B
D-bar-A Project Traffic Analysis 5/21/2015 2015_Existing_AM
Bergmann Associates
Synchro 8 Report
Page 1
2: Oak St & Dryden Rd
10/26/2015
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL
Lane Configurations
Volume (veh/h)
16
74
36
7 146
26
23
16
9
28
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
Ped-Bike Adj(A_pbT) 1.00
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1900 1812 1900 1900 1786 1900 1900 1900 1712 1900
18
81
40
8 160
29
25
18
10
31
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
7
7
7
6
6
0
0
0
11
5
Cap, veh/h
112 420 188
72 686 633 413 274 570 403
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
113 1072 479
23 1753 1615 811 701 1455 786
Grp Volume(v), veh/h 139
0
0 168
0
29
43
0
10
53
Grp Sat Flow(s),veh/h/ln1664
0
0 1775
0 1615 1512
0 1455 1452
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
0.7
0.0
0.0
0.3
0.0
3.2
0.0
0.0
3.8
0.0
0.7
2.2
0.0
0.3
2.2
Prop In Lane
0.13
0.29 0.05
1.00 0.58
1.00 0.58
Lane Grp Cap(c), veh/h 719
0
0 758
0 633 687
0 570 664
V/C Ratio(X)
0.19 0.00 0.00 0.22 0.00 0.05 0.06 0.00 0.02 0.08
Avail Cap(c_a), veh/h 719
0
0 758
0 633 687
0 570 664
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
Uniform Delay (d), s/veh 12.1
0.0
0.0 12.3
0.0 11.3 11.4
0.0 11.2 11.4
0.6
0.0
0.0
0.7
0.0
0.1
0.2
0.0
0.1
0.2
Initial Q Delay(d3),s/veh 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
%ile BackOfQ(50%),veh/ln1.6
0.0
0.0
2.0
0.0
0.3
0.5
0.0
0.1
0.6
LnGrp Delay(d),s/veh 12.7
0.0
0.0 12.9
0.0 11.4 11.5
0.0 11.2 11.7
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
139
197
53
12.7
12.7
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
Max Green Setting (Gmax), s 23.5
Max Q Clear Time (g_c+I1), s 0.0
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
20
6
0
1.00
1790
22
1
0.91
5
261
0.39
666
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
41
16
0
1.00
1.00
1863
45
1
0.91
2
620
0.39
1583
45
1583
1.1
1.1
1.00
620
0.07
620
1.00
1.00
11.4
0.2
0.0
0.5
11.7
B
98
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
12.4
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
3: Dryden Rd & John R Sand & Gravel
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Conflicting Peds, #/hr
Sign Control
RT Channelized
Storage Length
Veh in Median Storage, #
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0 100
0
0
Free Free
- None
0
0
85
85
0
3
0 118
Major/Minor
Conflicting Flow All
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
184
4.1
2.2
1403
-
Approach
HCM Control Delay, s
HCM LOS
EB
0
Minor Lane/Major Mvmt
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Control Delay (s)
HCM Lane LOS
HCM 95th %tile Q(veh)
10/26/2015
1403
-
EBL
1403
0
A
0
0
-
WBT WBR
156
0
0
0
Free Free
- None
0
0
85
85
3
0
184
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
302
184
118
6.4
5.4
5.4
3.5
694
852
912
184
6.2
3.3
864
-
694
694
852
912
864
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
4: Dryden Rd & Ribble Rd
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0
94
0
0
Free Free
- None
0
0
85
85
0
10
0 111
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
172
4.1
2.2
1417
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1417
-
EBL
1417
0
A
0
0
-
WBT WBR
146
0
0
0
Free Free
- None
0
0
85
85
13
0
172
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
283
172
111
6.4
5.4
5.4
3.5
711
863
919
172
6.2
3.3
877
-
711
711
863
919
877
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 6
5: Mill Rd & Dryden Rd
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
48
7
0
1.00
1.00
1827
58
1
0.83
4
517
0.39
1208
58
1208
2.0
5.8
1.00
517
0.11
517
1.00
1.00
14.2
0.4
0.0
0.7
14.6
B
108
4
0
11
14
0
1.00
1.00
1900
13
0
0.83
10
59
0.39
151
143
1664
3.4
3.4
0.09
652
0.22
652
1.00
1.00
12.1
0.8
0.0
1.7
12.9
B
10
3
0
1.00
1.00
1583
12
1
0.83
20
473
0.39
1054
12
1054
0.5
3.9
1.00
473
0.03
473
1.00
1.00
13.4
0.1
0.0
0.1
13.5
B
103
8
0
22
18
0
1.00
1.00
1900
27
0
0.83
14
113
0.39
289
151
1616
3.8
3.8
0.18
633
0.24
633
1.00
1.00
12.2
0.9
0.0
1.8
13.1
B
9
5
0
1.00
1.00
1557
11
1
0.83
22
516
0.39
1099
11
1099
0.4
2.2
1.00
516
0.02
516
1.00
1.00
12.4
0.1
0.0
0.1
12.5
B
17
2
0
18
12
0
1.00
1.00
1900
22
0
0.83
6
347
0.39
886
42
1691
0.9
0.9
0.52
662
0.06
662
1.00
1.00
11.4
0.2
0.0
0.5
11.6
B
47
1
0
1.00
1.00
1863
57
1
0.83
2
631
0.39
1359
57
1359
1.6
2.6
1.00
631
0.09
631
1.00
1.00
12.2
0.3
0.0
0.7
12.5
B
17
6
0
49
16
0
1.00
1.00
1900
59
0
0.83
0
477
0.39
1217
79
1630
1.9
1.9
0.75
638
0.12
638
1.00
1.00
11.7
0.4
0.0
0.9
12.1
B
1.00
1691
130
1
0.83
10
593
0.39
1513
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
201
13.4
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1667
124
1
0.83
14
520
0.39
1327
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
163
13.2
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1847
20
1
0.83
6
315
0.39
805
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
53
11.8
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1845
20
1
0.83
0
162
0.39
413
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
136
12.2
B
8
8
30.0
6.5
23.5
0.0
0.0
12.9
B
Bergmann Associates
Synchro 8 Report
Page 7
6: M-53 (Van Dyke Rd) & Dryden Rd
10/26/2015
Movement
EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h)
44
26
97
50
44
27
37 398
31
21 599
34
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1776 1761 1900 1610 1550 1900 1810 1652 1545 1532 1743 1696
47
28 104
54
47
29
40 428
33
23 644
37
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
7
15
15
18
23
23
5
15
23
24
9
12
Cap, veh/h
257
54 201 202 148
92 448 1092 868 522 1153 953
Arrive On Green
0.17 0.17 0.17 0.17 0.17 0.17 0.66 0.66 0.66 0.66 0.66 0.66
Sat Flow, veh/h
1256 328 1218 1083 898 554 735 1652 1313 763 1743 1442
47
0 132
54
0
76
40 428
33
23 644
37
0 1546 1083
0 1452 735 1652 1313 763 1743 1442
Q Serve(g_s), s
2.3
0.0
5.2
3.2
0.0
3.1
2.1
7.9
0.6
1.0 13.3
0.6
5.4
0.0
5.2
8.4
0.0
3.1 15.3
7.9
0.6
8.9 13.3
0.6
Prop In Lane
1.00
0.79 1.00
0.38 1.00
1.00 1.00
1.00
0 255 202
0 240 448 1092 868 522 1153 953
V/C Ratio(X)
0.18 0.00 0.52 0.27 0.00 0.32 0.09 0.39 0.04 0.04 0.56 0.04
0 444 334
0 417 448 1092 868 522 1153 953
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.5 29.3
0.0 24.6 10.2
5.2
3.9
7.2
6.1
3.9
0.3
0.0
1.6
0.7
0.0
0.7
0.4
1.1
0.1
0.2
2.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.3
1.0
0.0
1.3
0.5
3.9
0.2
0.2
6.9
0.3
0.0 27.1 30.0
0.0 25.3 10.6
6.2
4.0
7.4
8.0
4.0
LnGrp LOS
C
C
C
C
B
A
A
A
A
A
Approach Vol, veh/h
179
130
501
704
27.1
27.3
6.4
7.8
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
5.3
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
16.8
5.8
19.2
7.4
0.8
5
6
6
50.0
5.8
44.2
15.3
5.3
7
8
8
16.8
5.8
19.2
10.4
0.7
11.3
B
Bergmann Associates
Synchro 8 Report
Page 9
Existing (2015) Evening Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
99
3
0
1.00
1.00
1900
104
0
0.95
5
163
0.09
1740
104
1740
6.2
6.2
1.00
163
0.64
163
1.00
1.00
46.7
8.1
0.0
3.3
54.8
D
0
8
0
152
18
0
1.00
1.00
1810
160
1
0.95
5
144
0.09
1538
160
1538
10.0
10.0
1.00
144
1.11
144
1.00
1.00
48.4
108.2
0.0
8.6
156.6
F
0
5
0
1.00
1.00
1900
0
1
0.95
0
645
0.00
1810
0
1810
0.0
0.0
1.00
645
0.00
897
1.00
0.00
0.0
0.0
0.0
0.0
0.0
1086
2
0
145
12
0
1.00
1.00
1759
153
1
0.95
8
1049
0.70
1495
153
1495
3.6
3.6
1.00
1049
0.15
1049
1.00
1.00
5.3
0.3
0.0
1.6
5.6
A
132
1
0
1.00
1.00
1792
139
1
0.95
6
265
0.06
1707
139
1707
2.0
2.0
1.00
265
0.52
395
1.00
1.00
23.1
1.6
0.0
3.1
24.7
C
583
6
0
0
16
0
1.00
1.00
1900
0
1
0.95
0
1313
0.00
1615
0
1615
0.0
0.0
1.00
1313
0.00
1313
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.9
5.0
15.0
4.0
0.2
6
6
91.9
5.0
75.0
12.4
13.4
7
8
8
15.0
5.0
10.0
12.0
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1827
0
1
0.95
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
264
116.5
F
2
2
80.0
5.0
75.0
53.9
9.9
3
4
5
5
0.0
5.0
15.0
0.0
0.0
1.00
1845
1143
1
0.95
3
1294
0.70
1845
1143
1845
51.9
51.9
1294
0.88
1294
1.00
1.00
12.5
9.0
0.0
29.3
21.5
C
1296
19.6
B
1.00
1792
614
1
0.95
6
1457
0.81
1792
614
1792
10.4
10.4
1457
0.42
1457
1.00
1.00
2.8
0.9
0.0
5.3
3.7
A
753
7.6
A
26.8
C
D-bar-A Project Traffic Analysis 5/21/2015 2015_Existing_PM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
45 213
10
5 138
37
17
29
15
28
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
47 224
11
5 145
39
18
31
16
29
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
6
6
6
5
5
3
3
3
0
0
Cap, veh/h
137 571
26
67 693 614 275 434 633 435
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
170 1459
66
13 1768 1568 492 1108 1615 866
0
0 150
0
39
49
0
16
49
0
0 1781
0 1568 1600
0 1615 1574
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
0.9
0.0
0.0
0.4
0.0
6.8
0.0
0.0
3.3
0.0
0.9
1.0
0.0
0.4
1.0
Prop In Lane
0.17
0.04 0.03
1.00 0.37
1.00 0.59
0
0 760
0 614 709
0 633 712
V/C Ratio(X)
0.38 0.00 0.00 0.20 0.00 0.06 0.07 0.00 0.03 0.07
0
0 760
0 614 709
0 633 712
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.1
0.0 11.4 11.4
0.0 11.2 11.4
1.5
0.0
0.0
0.6
0.0
0.2
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.7
0.0
0.4
0.5
0.0
0.2
0.5
0.0
0.0 12.7
0.0 11.6 11.6
0.0 11.3 11.6
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
282
189
65
14.7
12.5
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
19
6
0
1.00
1900
20
1
0.95
0
277
0.39
708
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
29
16
0
1.00
1.00
1845
31
1
0.95
3
614
0.39
1568
31
1568
0.7
0.7
1.00
614
0.05
614
1.00
1.00
11.3
0.2
0.0
0.3
11.5
B
80
11.5
B
8
8
30.0
6.5
23.5
0.0
0.0
13.3
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0.1
EBL EBT
0 171
0
0
Free Free
- None
0
0
87
87
0
5
0 197
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
192
4.1
2.2
1394
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1394
-
EBL
1394
0
A
0
0
-
WBT WBR
166
1
0
0
Free Free
- None
0
0
87
87
4
0
191
1
Major2
WB
0
0
-
SBL
1
0
Stop
0
0
0
87
0
1
SBR
2
0
Stop
None
87
0
2
Minor2
388
191
197
6.4
5.4
5.4
3.5
619
846
841
191
6.2
3.3
856
-
619
619
846
841
856
-
SB
9.8
A
EBT WBT WBR SBLn1
- 759
- 0.005
9.8
A
0
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
1 177
0
0
Free Free
- None
0
0
88
88
0
7
1 201
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
165
4.1
2.2
1426
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1426
-
EBL
1426
0.001
7.5
A
0
0
-
WBT WBR
145
0
0
0
Free Free
- None
0
0
88
88
6
0
165
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
88
0
0
SBR
0
0
Stop
None
88
0
0
Minor2
368
165
203
6.4
5.4
5.4
3.5
636
869
836
165
6.2
3.3
885
-
635
635
869
835
885
-
SB
0
A
EBT WBT WBR SBLn1
0
0
A
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
45
7
0
1.00
1.00
1900
48
1
0.93
0
473
0.39
1173
48
1173
1.8
7.2
1.00
473
0.10
473
1.00
1.00
15.3
0.4
0.0
0.6
15.7
B
157
4
0
28
14
0
1.00
1.00
1900
30
0
0.93
5
105
0.39
268
199
1775
4.6
4.6
0.15
695
0.29
695
1.00
1.00
12.5
1.0
0.0
2.4
13.5
B
21
3
0
1.00
1.00
1900
23
1
0.93
0
499
0.39
1202
23
1202
0.8
5.4
1.00
499
0.05
499
1.00
1.00
14.4
0.2
0.0
0.3
14.5
B
163
8
0
47
18
0
1.00
1.00
1900
51
0
0.93
6
154
0.39
392
226
1739
5.5
5.5
0.23
681
0.33
681
1.00
1.00
12.8
1.3
0.0
2.8
14.1
B
17
5
0
1.00
1.00
1900
18
1
0.93
0
636
0.39
1379
18
1379
0.5
1.5
1.00
636
0.03
636
1.00
1.00
11.9
0.1
0.0
0.2
12.0
B
18
2
0
12
12
0
1.00
1.00
1900
13
0
0.93
0
282
0.39
720
32
1773
0.7
0.7
0.41
694
0.05
694
1.00
1.00
11.3
0.1
0.0
0.4
11.4
B
17
1
0
1.00
1.00
1792
18
1
0.93
6
622
0.39
1320
18
1320
0.5
1.2
1.00
622
0.03
622
1.00
1.00
11.7
0.1
0.0
0.2
11.8
B
18
6
0
27
16
0
1.00
1.00
1900
29
0
0.93
0
406
0.39
1037
48
1717
1.0
1.0
0.60
672
0.07
672
1.00
1.00
11.4
0.2
0.0
0.5
11.6
B
1.00
1823
169
1
0.93
5
591
0.39
1508
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
247
14.0
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1808
175
1
0.93
6
527
0.39
1346
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
249
14.1
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1900
19
1
0.93
0
412
0.39
1053
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
50
11.6
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1900
19
1
0.93
0
266
0.39
680
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
66
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
13.6
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
77
42
65
32
57
28 144 766
65
24 480
88
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
81
44
68
34
60
29 152 806
68
25 505
93
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
6
5
5
6
7
7
1
5
6
0
6
2
Cap, veh/h
238
99 153 220 168
81 558 1217 1024 373 1205 1065
Arrive On Green
0.15 0.15 0.15 0.15 0.15 0.15 0.67 0.67 0.67 0.67 0.67 0.67
Sat Flow, veh/h
1253 653 1010 1228 1108 536 825 1810 1524 644 1792 1583
81
0 112
34
0
89 152 806
68
25 505
93
0 1663 1228
0 1644 825 1810 1524 644 1792 1583
Q Serve(g_s), s
4.1
0.0
4.0
1.7
0.0
3.2
6.8 17.3
1.0
1.6
8.4
1.3
7.3
0.0
4.0
5.7
0.0
3.2 15.2 17.3
1.0 18.9
8.4
1.3
Prop In Lane
1.00
0.61 1.00
0.33 1.00
1.00 1.00
1.00
0 251 220
0 249 558 1217 1024 373 1205 1065
V/C Ratio(X)
0.34 0.00 0.45 0.15 0.00 0.36 0.27 0.66 0.07 0.07 0.42 0.09
0 486 393
0 480 558 1217 1024 373 1205 1065
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.4 28.0
0.0 25.0
8.4
6.4
3.7 11.9
4.9
3.7
0.8
0.0
1.2
0.3
0.0
0.9
1.2
2.8
0.1
0.3
1.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.9
0.6
0.0
1.5
1.7
9.5
0.5
0.3
4.4
0.6
0.0 26.6 28.3
0.0 25.9
9.6
9.2
3.8 12.3
6.0
3.9
LnGrp LOS
C
C
C
C
A
A
A
B
A
A
Approach Vol, veh/h
193
123
1026
623
27.7
26.6
8.9
5.9
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
8.1
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
15.7
5.8
19.2
9.3
0.7
5
6
6
50.0
5.8
44.2
20.9
7.9
7
8
8
15.7
5.8
19.2
7.7
0.7
10.9
B
Bergmann Associates
Synchro 8 Report
Page 9
2022 No-Build Morning Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
120
3
0
1.00
1.00
1900
132
0
0.91
13
162
0.09
1723
132
1723
8.0
8.0
1.00
162
0.82
162
1.00
1.00
47.3
26.5
0.0
5.0
73.9
E
0
8
0
115
18
0
1.00
1.00
1681
126
1
0.91
13
134
0.09
1429
126
1429
9.3
9.3
1.00
134
0.94
134
1.00
1.00
47.9
59.1
0.0
5.9
107.1
F
0
5
0
1.00
1.00
1900
0
1
0.91
0
418
0.00
1810
0
1810
0.0
0.0
1.00
418
0.00
671
1.00
0.00
0.0
0.0
0.0
0.0
0.0
502
2
0
35
12
0
1.00
1.00
1845
38
1
0.91
3
1104
0.70
1568
38
1568
0.8
0.8
1.00
1104
0.03
1104
1.00
1.00
4.8
0.1
0.0
0.4
4.8
A
81
1
0
1.00
1.00
1759
89
1
0.91
8
615
0.06
1675
89
1675
1.3
1.3
1.00
615
0.14
749
1.00
1.00
4.0
0.1
0.0
0.6
4.1
A
893
6
0
0
16
0
1.00
1.00
1900
0
1
0.91
0
1312
0.00
1615
0
1615
0.0
0.0
1.00
1312
0.00
1312
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.5
5.0
15.0
3.3
0.1
6
6
91.5
5.0
75.0
24.7
8.9
7
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1810
0
1
0.91
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
258
90.1
F
2
2
80.0
5.0
75.0
16.0
9.0
3
4
5
5
0.0
5.0
15.0
0.0
0.0
1.00
1792
552
1
0.91
6
1262
0.70
1792
552
1792
14.0
14.0
1262
0.44
1262
1.00
1.00
6.7
1.1
0.0
7.3
7.8
A
590
7.6
A
1.00
1845
981
1
0.91
3
1498
0.81
1845
981
1845
22.7
22.7
1498
0.65
1498
1.00
1.00
4.0
2.2
0.0
12.1
6.3
A
1070
6.1
A
8
8
15.0
5.0
10.0
11.3
0.0
17.9
B
D-bar-A Project Traffic Analysis 5/21/2022 2022_No Build_AM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
17
77
37
7 151
27
24
17
9
29
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
19
85
41
8 166
30
26
19
10
32
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
7
7
7
6
6
0
0
0
11
5
Cap, veh/h
113 422 184
71 687 633 410 276 570 400
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
115 1078 470
22 1754 1615 804 706 1455 780
0
0 174
0
30
45
0
10
55
0
0 1776
0 1615 1509
0 1455 1450
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
0.7
0.0
0.0
0.3
0.0
3.3
0.0
0.0
3.9
0.0
0.7
2.3
0.0
0.3
2.3
Prop In Lane
0.13
0.28 0.05
1.00 0.58
1.00 0.58
0
0 758
0 633 686
0 570 663
V/C Ratio(X)
0.20 0.00 0.00 0.23 0.00 0.05 0.07 0.00 0.02 0.08
0
0 758
0 633 686
0 570 663
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.3
0.0 11.3 11.4
0.0 11.2 11.5
0.6
0.0
0.0
0.7
0.0
0.1
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.1
0.0
0.3
0.5
0.0
0.1
0.6
0.0
0.0 13.0
0.0 11.5 11.6
0.0 11.2 11.7
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
145
204
55
12.8
12.8
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
21
6
0
1.00
1790
23
1
0.91
5
262
0.39
670
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
42
16
0
1.00
1.00
1863
46
1
0.91
2
620
0.39
1583
46
1583
1.1
1.1
1.00
620
0.07
620
1.00
1.00
11.4
0.2
0.0
0.5
11.7
B
101
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
12.4
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0 104
0
0
Free Free
- None
0
0
85
85
0
3
0 122
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
191
4.1
2.2
1395
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1395
-
EBL
1395
0
A
0
0
-
WBT WBR
162
0
0
0
Free Free
- None
0
0
85
85
3
0
191
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
313
191
122
6.4
5.4
5.4
3.5
684
846
908
191
6.2
3.3
856
-
684
684
846
908
856
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0
97
0
0
Free Free
- None
0
0
85
85
0
10
0 114
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
178
4.1
2.2
1410
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1410
-
EBL
1410
0
A
0
0
-
WBT WBR
151
0
0
0
Free Free
- None
0
0
85
85
13
0
178
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
292
178
114
6.4
5.4
5.4
3.5
703
858
916
178
6.2
3.3
870
-
703
703
858
916
870
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
50
7
0
1.00
1.00
1827
60
1
0.83
4
512
0.39
1201
60
1201
2.1
6.1
1.00
512
0.12
512
1.00
1.00
14.3
0.5
0.0
0.8
14.8
B
112
4
0
11
14
0
1.00
1.00
1900
13
0
0.83
10
57
0.39
146
148
1666
3.6
3.6
0.09
653
0.23
653
1.00
1.00
12.2
0.8
0.0
1.7
13.0
B
10
3
0
1.00
1.00
1583
12
1
0.83
20
469
0.39
1049
12
1049
0.5
4.0
1.00
469
0.03
469
1.00
1.00
13.5
0.1
0.0
0.1
13.6
B
107
8
0
23
18
0
1.00
1.00
1900
28
0
0.83
14
113
0.39
288
157
1616
3.9
3.9
0.18
633
0.25
633
1.00
1.00
12.3
0.9
0.0
1.9
13.2
B
9
5
0
1.00
1.00
1557
11
1
0.83
22
513
0.39
1095
11
1095
0.4
2.3
1.00
513
0.02
513
1.00
1.00
12.4
0.1
0.0
0.1
12.5
B
18
2
0
19
12
0
1.00
1.00
1900
23
0
0.83
6
339
0.39
865
45
1693
1.0
1.0
0.51
663
0.07
663
1.00
1.00
11.4
0.2
0.0
0.5
11.6
B
49
1
0
1.00
1.00
1863
59
1
0.83
2
628
0.39
1356
59
1356
1.7
2.7
1.00
628
0.09
628
1.00
1.00
12.2
0.3
0.0
0.7
12.5
B
18
6
0
51
16
0
1.00
1.00
1900
61
0
0.83
0
470
0.39
1201
83
1634
2.0
2.0
0.73
640
0.13
640
1.00
1.00
11.7
0.4
0.0
1.0
12.1
B
1.00
1692
135
1
0.83
10
595
0.39
1520
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
208
13.5
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1667
129
1
0.83
14
520
0.39
1328
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
169
13.3
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1846
22
1
0.83
6
324
0.39
828
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
56
11.8
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1846
22
1
0.83
0
170
0.39
433
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
142
12.3
B
8
8
30.0
6.5
23.5
0.0
0.0
13.0
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
46
27 100
52
46
28
38 412
32
22 620
35
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
49
29 108
56
49
30
41 443
34
24 667
38
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
7
15
15
18
23
23
5
15
23
24
9
12
Cap, veh/h
260
56 207 204 153
94 427 1086 863 507 1146 948
Arrive On Green
0.17 0.17 0.17 0.17 0.17 0.17 0.66 0.66 0.66 0.66 0.66 0.66
Sat Flow, veh/h
1253 327 1219 1078 901 551 719 1652 1313 752 1743 1442
49
0 137
56
0
79
41 443
34
24 667
38
0 1546 1078
0 1452 719 1652 1313 752 1743 1442
Q Serve(g_s), s
2.4
0.0
5.4
3.4
0.0
3.2
2.3
8.4
0.6
1.0 14.3
0.6
5.6
0.0
5.4
8.8
0.0
3.2 16.5
8.4
0.6
9.5 14.3
0.6
Prop In Lane
1.00
0.79 1.00
0.38 1.00
1.00 1.00
1.00
0 263 204
0 247 427 1086 863 507 1146 948
V/C Ratio(X)
0.19 0.00 0.52 0.28 0.00 0.32 0.10 0.41 0.04 0.05 0.58 0.04
0 441 328
0 415 427 1086 863 507 1146 948
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.4 29.4
0.0 24.5 11.0
5.4
4.1
7.6
6.4
4.1
0.3
0.0
1.6
0.7
0.0
0.7
0.4
1.1
0.1
0.2
2.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.4
1.0
0.0
1.3
0.5
4.2
0.2
0.2
7.4
0.3
0.0 27.0 30.1
0.0 25.2 11.4
6.5
4.1
7.8
8.6
4.1
LnGrp LOS
C
C
C
C
B
A
A
A
A
A
Approach Vol, veh/h
186
135
518
729
27.1
27.3
6.8
8.3
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
5.5
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
17.2
5.8
19.2
7.6
0.8
5
6
6
50.0
5.8
44.2
16.3
5.6
7
8
8
17.2
5.8
19.2
10.8
0.7
11.7
B
Bergmann Associates
Synchro 8 Report
Page 9
2022 No-Build Evening Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
103
3
0
1.00
1.00
1900
108
0
0.95
5
163
0.09
1740
108
1740
6.4
6.4
1.00
163
0.66
163
1.00
1.00
46.8
9.7
0.0
3.5
56.5
E
0
8
0
157
18
0
1.00
1.00
1810
165
1
0.95
5
144
0.09
1538
165
1538
10.0
10.0
1.00
144
1.15
144
1.00
1.00
48.5
119.9
0.0
9.0
168.4
F
0
5
0
1.00
1.00
1900
0
1
0.95
0
633
0.00
1810
0
1810
0.0
0.0
1.00
633
0.00
886
1.00
0.00
0.0
0.0
0.0
0.0
0.0
1125
2
0
150
12
0
1.00
1.00
1759
158
1
0.95
8
1049
0.70
1495
158
1495
3.8
3.8
1.00
1049
0.15
1049
1.00
1.00
5.3
0.3
0.0
1.6
5.6
A
137
1
0
1.00
1.00
1792
144
1
0.95
6
243
0.06
1707
144
1707
2.1
2.1
1.00
243
0.59
372
1.00
1.00
26.4
2.3
0.0
3.2
28.7
C
604
6
0
0
16
0
1.00
1.00
1900
0
1
0.95
0
1313
0.00
1615
0
1615
0.0
0.0
1.00
1313
0.00
1313
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.9
5.0
15.0
4.1
0.2
6
6
91.9
5.0
75.0
13.0
14.6
7
8
8
15.0
5.0
10.0
12.0
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1827
0
1
0.95
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
273
124.1
F
2
2
80.0
5.0
75.0
59.2
8.9
3
4
5
5
0.0
5.0
15.0
0.0
0.0
1.00
1845
1184
1
0.95
3
1294
0.70
1845
1184
1845
57.2
57.2
1294
0.91
1294
1.00
1.00
13.3
11.5
0.0
32.7
24.8
C
1342
22.5
C
1.00
1792
636
1
0.95
6
1457
0.81
1792
636
1792
11.0
11.0
1457
0.44
1457
1.00
1.00
2.9
1.0
0.0
5.7
3.9
A
780
8.4
A
29.5
C
D-bar-A Project Traffic Analysis 5/21/2022 2022_No Build_PM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
47 221
10
5 143
38
18
30
16
29
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
49 233
11
5 151
40
19
32
17
31
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
6
6
6
5
5
3
3
3
0
0
Cap, veh/h
137 571
25
67 693 614 278 429 633 437
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
171 1459
64
13 1770 1568 499 1096 1615 871
0
0 156
0
40
51
0
17
52
0
0 1782
0 1568 1595
0 1615 1570
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
1.0
0.0
0.0
0.4
0.0
7.1
0.0
0.0
3.5
0.0
1.0
1.1
0.0
0.4
1.0
Prop In Lane
0.17
0.04 0.03
1.00 0.37
1.00 0.60
0
0 760
0 614 707
0 633 711
V/C Ratio(X)
0.40 0.00 0.00 0.21 0.00 0.07 0.07 0.00 0.03 0.07
0
0 760
0 614 707
0 633 711
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.2
0.0 11.4 11.4
0.0 11.2 11.4
1.6
0.0
0.0
0.6
0.0
0.2
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.8
0.0
0.4
0.6
0.0
0.2
0.6
0.0
0.0 12.8
0.0 11.6 11.6
0.0 11.3 11.6
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
293
196
68
14.9
12.5
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
20
6
0
1.00
1900
21
1
0.95
0
274
0.39
699
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
30
16
0
1.00
1.00
1845
32
1
0.95
3
614
0.39
1568
32
1568
0.8
0.8
1.00
614
0.05
614
1.00
1.00
11.3
0.2
0.0
0.4
11.5
B
84
11.6
B
8
8
30.0
6.5
23.5
0.0
0.0
13.4
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0.1
EBL EBT
0 177
0
0
Free Free
- None
0
0
87
87
0
5
0 203
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
199
4.1
2.2
1385
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1385
-
EBL
1385
0
A
0
0
-
WBT WBR
172
1
0
0
Free Free
- None
0
0
87
87
4
0
198
1
Major2
WB
0
0
-
SBL
1
0
Stop
0
0
0
87
0
1
SBR
2
0
Stop
None
87
0
2
Minor2
401
198
203
6.4
5.4
5.4
3.5
609
840
836
198
6.2
3.3
848
-
609
609
840
836
848
-
SB
9.8
A
EBT WBT WBR SBLn1
- 750
- 0.005
9.8
A
0
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
1 183
0
0
Free Free
- None
0
0
88
88
0
7
1 208
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
170
4.1
2.2
1420
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1420
-
EBL
1420
0.001
7.5
A
0
0
-
WBT WBR
150
0
0
0
Free Free
- None
0
0
88
88
6
0
170
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
88
0
0
SBR
0
0
Stop
None
88
0
0
Minor2
380
170
210
6.4
5.4
5.4
3.5
626
865
830
170
6.2
3.3
879
-
625
625
865
829
879
-
SB
0
A
EBT WBT WBR SBLn1
0
0
A
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
47
7
0
1.00
1.00
1900
51
1
0.93
0
465
0.39
1163
51
1163
1.9
7.6
1.00
465
0.11
465
1.00
1.00
15.5
0.5
0.0
0.7
16.0
B
163
4
0
29
14
0
1.00
1.00
1900
31
0
0.93
5
105
0.39
267
206
1775
4.8
4.8
0.15
695
0.30
695
1.00
1.00
12.6
1.1
0.0
2.6
13.6
B
22
3
0
1.00
1.00
1900
24
1
0.93
0
493
0.39
1195
24
1195
0.8
5.6
1.00
493
0.05
493
1.00
1.00
14.5
0.2
0.0
0.3
14.7
B
169
8
0
49
18
0
1.00
1.00
1900
53
0
0.93
6
154
0.39
392
235
1739
5.7
5.7
0.23
681
0.35
681
1.00
1.00
12.8
1.4
0.0
3.0
14.2
B
18
5
0
1.00
1.00
1900
19
1
0.93
0
634
0.39
1376
19
1376
0.5
1.6
1.00
634
0.03
634
1.00
1.00
11.9
0.1
0.0
0.2
12.0
B
19
2
0
12
12
0
1.00
1.00
1900
13
0
0.93
0
274
0.39
700
33
1777
0.7
0.7
0.39
696
0.05
696
1.00
1.00
11.3
0.1
0.0
0.4
11.4
B
18
1
0
1.00
1.00
1792
19
1
0.93
6
621
0.39
1319
19
1319
0.5
1.2
1.00
621
0.03
621
1.00
1.00
11.7
0.1
0.0
0.2
11.8
B
19
6
0
28
16
0
1.00
1.00
1900
30
0
0.93
0
404
0.39
1031
50
1718
1.1
1.1
0.60
673
0.07
673
1.00
1.00
11.4
0.2
0.0
0.6
11.6
B
1.00
1823
175
1
0.93
5
591
0.39
1508
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
257
14.1
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1808
182
1
0.93
6
527
0.39
1347
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
259
14.3
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1900
20
1
0.93
0
422
0.39
1077
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
52
11.7
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1900
20
1
0.93
0
269
0.39
687
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
69
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
13.7
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
80
43
67
33
59
29 149 793
67
25 497
91
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
84
45
71
35
62
31 157 835
71
26 523
96
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
6
5
5
6
7
7
1
5
6
0
6
2
Cap, veh/h
240 101 159 222 171
85 539 1210 1019 349 1198 1059
Arrive On Green
0.16 0.16 0.16 0.16 0.16 0.16 0.67 0.67 0.67 0.67 0.67 0.67
Sat Flow, veh/h
1249 645 1017 1223 1094 547 809 1810 1524 625 1792 1583
84
0 116
35
0
93 157 835
71
26 523
96
0 1662 1223
0 1641 809 1810 1524 625 1792 1583
Q Serve(g_s), s
4.3
0.0
4.2
1.8
0.0
3.4
7.4 18.8
1.1
1.8
9.0
1.4
7.6
0.0
4.2
6.0
0.0
3.4 16.5 18.8
1.1 20.5
9.0
1.4
Prop In Lane
1.00
0.61 1.00
0.33 1.00
1.00 1.00
1.00
0 259 222
0 256 539 1210 1019 349 1198 1059
V/C Ratio(X)
0.35 0.00 0.45 0.16 0.00 0.36 0.29 0.69 0.07 0.07 0.44 0.09
0 483 387
0 477 539 1210 1019 349 1198 1059
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.3 28.0
0.0 25.0
9.0
6.7
3.8 13.1
5.1
3.9
0.9
0.0
1.2
0.3
0.0
0.9
1.4
3.2
0.1
0.4
1.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.0
0.6
0.0
1.6
1.9 10.1
0.5
0.3
4.7
0.7
0.0 26.5 28.3
0.0 25.8 10.3 10.0
3.9 13.5
6.3
4.0
LnGrp LOS
C
C
C
C
B
A
A
B
A
A
Approach Vol, veh/h
200
128
1063
645
27.7
26.5
9.6
6.2
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
8.4
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
16.1
5.8
19.2
9.6
0.7
5
6
6
50.0
5.8
44.2
22.5
8.2
7
8
8
16.1
5.8
19.2
8.0
0.8
11.4
B
Bergmann Associates
Synchro 8 Report
Page 9
2022 No-Build Mitigated Morning Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
120
3
0
1.00
1.00
1900
132
0
0.91
13
202
0.12
1723
132
1723
6.3
6.3
1.00
202
0.65
599
1.00
1.00
36.4
3.5
0.0
3.2
40.0
D
0
8
0
115
18
0
1.00
1.00
1681
126
1
0.91
13
168
0.12
1429
126
1429
7.4
7.4
1.00
168
0.75
497
1.00
1.00
36.9
6.6
0.0
3.2
43.5
D
0
5
0
1.00
1.00
1900
0
1
0.91
0
378
0.00
1810
0
1810
0.0
0.0
1.00
378
0.00
691
1.00
0.00
0.0
0.0
0.0
0.0
0.0
502
2
0
35
12
0
1.00
1.00
1845
38
1
0.91
3
999
0.64
1568
38
1568
0.8
0.8
1.00
999
0.04
999
1.00
1.00
5.8
0.1
0.0
0.4
5.9
A
81
1
0
1.00
1.00
1759
89
1
0.91
8
573
0.07
1675
89
1675
1.3
1.3
1.00
573
0.16
745
1.00
1.00
4.9
0.1
0.0
0.6
5.1
A
893
6
0
0
16
0
1.00
1.00
1900
0
1
0.91
0
1239
0.00
1615
0
1615
0.0
0.0
1.00
1239
0.00
1239
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.2
5.0
15.0
3.3
0.1
6
6
71.2
5.0
55.0
24.8
8.3
7
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1810
0
1
0.91
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
258
41.7
D
2
2
60.0
5.0
55.0
15.9
8.7
3
4
5
5
0.0
5.0
15.0
0.0
0.0
1.00
1792
552
1
0.91
6
1143
0.64
1792
552
1792
13.9
13.9
1143
0.48
1143
1.00
1.00
8.2
1.5
0.0
7.2
9.7
A
590
9.4
A
1.00
1845
981
1
0.91
3
1415
0.77
1845
981
1845
22.8
22.8
1415
0.69
1415
1.00
1.00
5.0
2.8
0.0
12.6
7.8
A
1070
7.6
A
8
8
15.1
5.0
30.0
9.4
0.8
12.7
B
D-bar-A Project Traffic Analysis 5/21/2022 2022_No Build_MIT_AM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
17
77
37
7 151
27
24
17
9
29
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
19
85
41
8 166
30
26
19
10
32
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
7
7
7
6
6
0
0
0
11
5
Cap, veh/h
113 422 184
71 687 633 410 276 570 400
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
115 1078 470
22 1754 1615 804 706 1455 780
0
0 174
0
30
45
0
10
55
0
0 1776
0 1615 1509
0 1455 1450
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
0.7
0.0
0.0
0.3
0.0
3.3
0.0
0.0
3.9
0.0
0.7
2.3
0.0
0.3
2.3
Prop In Lane
0.13
0.28 0.05
1.00 0.58
1.00 0.58
0
0 758
0 633 686
0 570 663
V/C Ratio(X)
0.20 0.00 0.00 0.23 0.00 0.05 0.07 0.00 0.02 0.08
0
0 758
0 633 686
0 570 663
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.3
0.0 11.3 11.4
0.0 11.2 11.5
0.6
0.0
0.0
0.7
0.0
0.1
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.1
0.0
0.3
0.5
0.0
0.1
0.6
0.0
0.0 13.0
0.0 11.5 11.6
0.0 11.2 11.7
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
145
204
55
12.8
12.8
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
21
6
0
1.00
1790
23
1
0.91
5
262
0.39
670
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
42
16
0
1.00
1.00
1863
46
1
0.91
2
620
0.39
1583
46
1583
1.1
1.1
1.00
620
0.07
620
1.00
1.00
11.4
0.2
0.0
0.5
11.7
B
101
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
12.4
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0 104
0
0
Free Free
- None
0
0
85
85
0
3
0 122
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
191
4.1
2.2
1395
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1395
-
EBL
1395
0
A
0
0
-
WBT WBR
162
0
0
0
Free Free
- None
0
0
85
85
3
0
191
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
313
191
122
6.4
5.4
5.4
3.5
684
846
908
191
6.2
3.3
856
-
684
684
846
908
856
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0
97
0
0
Free Free
- None
0
0
85
85
0
10
0 114
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
178
4.1
2.2
1410
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1410
-
EBL
1410
0
A
0
0
-
WBT WBR
151
0
0
0
Free Free
- None
0
0
85
85
13
0
178
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
292
178
114
6.4
5.4
5.4
3.5
703
858
916
178
6.2
3.3
870
-
703
703
858
916
870
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
50
7
0
1.00
1.00
1827
60
1
0.83
4
512
0.39
1201
60
1201
2.1
6.1
1.00
512
0.12
512
1.00
1.00
14.3
0.5
0.0
0.8
14.8
B
112
4
0
11
14
0
1.00
1.00
1900
13
0
0.83
10
57
0.39
146
148
1666
3.6
3.6
0.09
653
0.23
653
1.00
1.00
12.2
0.8
0.0
1.7
13.0
B
10
3
0
1.00
1.00
1583
12
1
0.83
20
469
0.39
1049
12
1049
0.5
4.0
1.00
469
0.03
469
1.00
1.00
13.5
0.1
0.0
0.1
13.6
B
107
8
0
23
18
0
1.00
1.00
1900
28
0
0.83
14
113
0.39
288
157
1616
3.9
3.9
0.18
633
0.25
633
1.00
1.00
12.3
0.9
0.0
1.9
13.2
B
9
5
0
1.00
1.00
1557
11
1
0.83
22
513
0.39
1095
11
1095
0.4
2.3
1.00
513
0.02
513
1.00
1.00
12.4
0.1
0.0
0.1
12.5
B
18
2
0
19
12
0
1.00
1.00
1900
23
0
0.83
6
339
0.39
865
45
1693
1.0
1.0
0.51
663
0.07
663
1.00
1.00
11.4
0.2
0.0
0.5
11.6
B
49
1
0
1.00
1.00
1863
59
1
0.83
2
628
0.39
1356
59
1356
1.7
2.7
1.00
628
0.09
628
1.00
1.00
12.2
0.3
0.0
0.7
12.5
B
18
6
0
51
16
0
1.00
1.00
1900
61
0
0.83
0
470
0.39
1201
83
1634
2.0
2.0
0.73
640
0.13
640
1.00
1.00
11.7
0.4
0.0
1.0
12.1
B
1.00
1692
135
1
0.83
10
595
0.39
1520
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
208
13.5
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1667
129
1
0.83
14
520
0.39
1328
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
169
13.3
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1846
22
1
0.83
6
324
0.39
828
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
56
11.8
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1846
22
1
0.83
0
170
0.39
433
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
142
12.3
B
8
8
30.0
6.5
23.5
0.0
0.0
13.0
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
46
27 100
52
46
28
38 412
32
22 620
35
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
49
29 108
56
49
30
41 443
34
24 667
38
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
7
15
15
18
23
23
5
15
23
24
9
12
Cap, veh/h
260
56 207 204 153
94 427 1086 863 507 1146 948
Arrive On Green
0.17 0.17 0.17 0.17 0.17 0.17 0.66 0.66 0.66 0.66 0.66 0.66
Sat Flow, veh/h
1253 327 1219 1078 901 551 719 1652 1313 752 1743 1442
49
0 137
56
0
79
41 443
34
24 667
38
0 1546 1078
0 1452 719 1652 1313 752 1743 1442
Q Serve(g_s), s
2.4
0.0
5.4
3.4
0.0
3.2
2.3
8.4
0.6
1.0 14.3
0.6
5.6
0.0
5.4
8.8
0.0
3.2 16.5
8.4
0.6
9.5 14.3
0.6
Prop In Lane
1.00
0.79 1.00
0.38 1.00
1.00 1.00
1.00
0 263 204
0 247 427 1086 863 507 1146 948
V/C Ratio(X)
0.19 0.00 0.52 0.28 0.00 0.32 0.10 0.41 0.04 0.05 0.58 0.04
0 441 328
0 415 427 1086 863 507 1146 948
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.4 29.4
0.0 24.5 11.0
5.4
4.1
7.6
6.4
4.1
0.3
0.0
1.6
0.7
0.0
0.7
0.4
1.1
0.1
0.2
2.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.4
1.0
0.0
1.3
0.5
4.2
0.2
0.2
7.4
0.3
0.0 27.0 30.1
0.0 25.2 11.4
6.5
4.1
7.8
8.6
4.1
LnGrp LOS
C
C
C
C
B
A
A
A
A
A
Approach Vol, veh/h
186
135
518
729
27.1
27.3
6.8
8.3
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
5.5
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
17.2
5.8
19.2
7.6
0.8
5
6
6
50.0
5.8
44.2
16.3
5.6
7
8
8
17.2
5.8
19.2
10.8
0.7
11.7
B
Bergmann Associates
Synchro 8 Report
Page 9
2022 No-Build Mitigated Evening Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
103
3
0
1.00
1.00
1900
108
0
0.95
5
226
0.13
1740
108
1740
5.9
5.9
1.00
226
0.48
392
1.00
1.00
41.2
1.6
0.0
2.9
42.8
D
0
8
0
157
18
0
1.00
1.00
1810
165
1
0.95
5
200
0.13
1538
165
1538
10.7
10.7
1.00
200
0.82
346
1.00
1.00
43.3
8.3
0.0
5.0
51.6
D
0
5
0
1.00
1.00
1900
0
1
0.95
0
592
0.00
1810
0
1810
0.0
0.0
1.00
592
0.00
768
1.00
0.00
0.0
0.0
0.0
0.0
0.0
1125
2
0
150
12
0
1.00
1.00
1759
158
1
0.95
8
981
0.66
1495
158
1495
4.2
4.2
1.00
981
0.16
981
1.00
1.00
6.8
0.4
0.0
1.8
7.1
A
137
1
0
1.00
1.00
1792
144
1
0.95
6
201
0.07
1707
144
1707
3.2
3.2
1.00
201
0.72
253
1.00
1.00
29.1
7.0
0.0
4.3
36.2
D
604
6
0
0
16
0
1.00
1.00
1900
0
1
0.95
0
1247
0.00
1615
0
1615
0.0
0.0
1.00
1247
0.00
1247
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.9
5.0
10.0
5.2
0.1
6
6
83.9
5.0
67.0
14.8
14.3
7
8
8
18.3
5.0
23.0
12.7
0.6
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1827
0
1
0.95
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
273
48.1
D
2
2
72.0
5.0
67.0
65.0
1.6
3
4
5
5
0.0
5.0
10.0
0.0
0.0
1.00
1845
1184
1
0.95
3
1210
0.66
1845
1184
1845
63.0
63.0
1210
0.98
1210
1.00
1.00
16.9
21.3
0.0
38.7
38.2
D
1342
34.5
C
1.00
1792
636
1
0.95
6
1384
0.77
1792
636
1792
12.8
12.8
1384
0.46
1384
1.00
1.00
4.1
1.1
0.0
6.6
5.2
A
780
10.9
B
28.4
C
D-bar-A Project Traffic Analysis 5/21/2022 2022_No Build_MIT_PM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
47 221
10
5 143
38
18
30
16
29
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
49 233
11
5 151
40
19
32
17
31
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
6
6
6
5
5
3
3
3
0
0
Cap, veh/h
137 571
25
67 693 614 278 429 633 437
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
171 1459
64
13 1770 1568 499 1096 1615 871
0
0 156
0
40
51
0
17
52
0
0 1782
0 1568 1595
0 1615 1570
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
1.0
0.0
0.0
0.4
0.0
7.1
0.0
0.0
3.5
0.0
1.0
1.1
0.0
0.4
1.0
Prop In Lane
0.17
0.04 0.03
1.00 0.37
1.00 0.60
0
0 760
0 614 707
0 633 711
V/C Ratio(X)
0.40 0.00 0.00 0.21 0.00 0.07 0.07 0.00 0.03 0.07
0
0 760
0 614 707
0 633 711
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.2
0.0 11.4 11.4
0.0 11.2 11.4
1.6
0.0
0.0
0.6
0.0
0.2
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.8
0.0
0.4
0.6
0.0
0.2
0.6
0.0
0.0 12.8
0.0 11.6 11.6
0.0 11.3 11.6
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
293
196
68
14.9
12.5
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
20
6
0
1.00
1900
21
1
0.95
0
274
0.39
699
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
30
16
0
1.00
1.00
1845
32
1
0.95
3
614
0.39
1568
32
1568
0.8
0.8
1.00
614
0.05
614
1.00
1.00
11.3
0.2
0.0
0.4
11.5
B
84
11.6
B
8
8
30.0
6.5
23.5
0.0
0.0
13.4
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0.1
EBL EBT
0 177
0
0
Free Free
- None
0
0
87
87
0
5
0 203
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
199
4.1
2.2
1385
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1385
-
EBL
1385
0
A
0
0
-
WBT WBR
172
1
0
0
Free Free
- None
0
0
87
87
4
0
198
1
Major2
WB
0
0
-
SBL
1
0
Stop
0
0
0
87
0
1
SBR
2
0
Stop
None
87
0
2
Minor2
401
198
203
6.4
5.4
5.4
3.5
609
840
836
198
6.2
3.3
848
-
609
609
840
836
848
-
SB
9.8
A
EBT WBT WBR SBLn1
- 750
- 0.005
9.8
A
0
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
1 183
0
0
Free Free
- None
0
0
88
88
0
7
1 208
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
170
4.1
2.2
1420
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1420
-
EBL
1420
0.001
7.5
A
0
0
-
WBT WBR
150
0
0
0
Free Free
- None
0
0
88
88
6
0
170
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
88
0
0
SBR
0
0
Stop
None
88
0
0
Minor2
380
170
210
6.4
5.4
5.4
3.5
626
865
830
170
6.2
3.3
879
-
625
625
865
829
879
-
SB
0
A
EBT WBT WBR SBLn1
0
0
A
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
47
7
0
1.00
1.00
1900
51
1
0.93
0
465
0.39
1163
51
1163
1.9
7.6
1.00
465
0.11
465
1.00
1.00
15.5
0.5
0.0
0.7
16.0
B
163
4
0
29
14
0
1.00
1.00
1900
31
0
0.93
5
105
0.39
267
206
1775
4.8
4.8
0.15
695
0.30
695
1.00
1.00
12.6
1.1
0.0
2.6
13.6
B
22
3
0
1.00
1.00
1900
24
1
0.93
0
493
0.39
1195
24
1195
0.8
5.6
1.00
493
0.05
493
1.00
1.00
14.5
0.2
0.0
0.3
14.7
B
169
8
0
49
18
0
1.00
1.00
1900
53
0
0.93
6
154
0.39
392
235
1739
5.7
5.7
0.23
681
0.35
681
1.00
1.00
12.8
1.4
0.0
3.0
14.2
B
18
5
0
1.00
1.00
1900
19
1
0.93
0
634
0.39
1376
19
1376
0.5
1.6
1.00
634
0.03
634
1.00
1.00
11.9
0.1
0.0
0.2
12.0
B
19
2
0
12
12
0
1.00
1.00
1900
13
0
0.93
0
274
0.39
700
33
1777
0.7
0.7
0.39
696
0.05
696
1.00
1.00
11.3
0.1
0.0
0.4
11.4
B
18
1
0
1.00
1.00
1792
19
1
0.93
6
621
0.39
1319
19
1319
0.5
1.2
1.00
621
0.03
621
1.00
1.00
11.7
0.1
0.0
0.2
11.8
B
19
6
0
28
16
0
1.00
1.00
1900
30
0
0.93
0
404
0.39
1031
50
1718
1.1
1.1
0.60
673
0.07
673
1.00
1.00
11.4
0.2
0.0
0.6
11.6
B
1.00
1823
175
1
0.93
5
591
0.39
1508
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
257
14.1
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1808
182
1
0.93
6
527
0.39
1347
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
259
14.3
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1900
20
1
0.93
0
422
0.39
1077
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
52
11.7
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1900
20
1
0.93
0
269
0.39
687
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
69
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
13.7
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
80
43
67
33
59
29 149 793
67
25 497
91
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
84
45
71
35
62
31 157 835
71
26 523
96
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
6
5
5
6
7
7
1
5
6
0
6
2
Cap, veh/h
240 101 159 222 171
85 539 1210 1019 349 1198 1059
Arrive On Green
0.16 0.16 0.16 0.16 0.16 0.16 0.67 0.67 0.67 0.67 0.67 0.67
Sat Flow, veh/h
1249 645 1017 1223 1094 547 809 1810 1524 625 1792 1583
84
0 116
35
0
93 157 835
71
26 523
96
0 1662 1223
0 1641 809 1810 1524 625 1792 1583
Q Serve(g_s), s
4.3
0.0
4.2
1.8
0.0
3.4
7.4 18.8
1.1
1.8
9.0
1.4
7.6
0.0
4.2
6.0
0.0
3.4 16.5 18.8
1.1 20.5
9.0
1.4
Prop In Lane
1.00
0.61 1.00
0.33 1.00
1.00 1.00
1.00
0 259 222
0 256 539 1210 1019 349 1198 1059
V/C Ratio(X)
0.35 0.00 0.45 0.16 0.00 0.36 0.29 0.69 0.07 0.07 0.44 0.09
0 483 387
0 477 539 1210 1019 349 1198 1059
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.3 28.0
0.0 25.0
9.0
6.7
3.8 13.1
5.1
3.9
0.9
0.0
1.2
0.3
0.0
0.9
1.4
3.2
0.1
0.4
1.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.0
0.6
0.0
1.6
1.9 10.1
0.5
0.3
4.7
0.7
0.0 26.5 28.3
0.0 25.8 10.3 10.0
3.9 13.5
6.3
4.0
LnGrp LOS
C
C
C
C
B
A
A
B
A
A
Approach Vol, veh/h
200
128
1063
645
27.7
26.5
9.6
6.2
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
8.4
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
16.1
5.8
19.2
9.6
0.7
5
6
6
50.0
5.8
44.2
22.5
8.2
7
8
8
16.1
5.8
19.2
8.0
0.8
11.4
B
Bergmann Associates
Synchro 8 Report
Page 9
2022 Build Morning Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
123
3
0
1.00
1.00
1900
135
0
0.91
15
208
0.12
1707
135
1707
6.5
6.5
1.00
208
0.65
590
1.00
1.00
36.4
3.4
0.0
3.3
39.8
D
0
8
0
118
18
0
1.00
1.00
1652
130
1
0.91
15
171
0.12
1404
130
1404
7.8
7.8
1.00
171
0.76
485
1.00
1.00
36.9
6.8
0.0
3.3
43.7
D
0
5
0
1.00
1.00
1900
0
1
0.91
0
373
0.00
1810
0
1810
0.0
0.0
1.00
373
0.00
684
1.00
0.00
0.0
0.0
0.0
0.0
0.0
502
2
0
39
12
0
1.00
1.00
1727
43
1
0.91
10
930
0.63
1468
43
1468
1.0
1.0
1.00
930
0.05
930
1.00
1.00
6.0
0.1
0.0
0.4
6.1
A
85
1
0
1.00
1.00
1712
93
1
0.91
11
555
0.07
1630
93
1630
1.4
1.4
1.00
555
0.17
719
1.00
1.00
5.1
0.1
0.0
0.6
5.2
A
893
6
0
0
16
0
1.00
1.00
1900
0
1
0.91
0
1233
0.00
1615
0
1615
0.0
0.0
1.00
1233
0.00
1233
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.3
5.0
15.0
3.4
0.1
6
6
71.3
5.0
55.0
25.3
8.3
7
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1792
0
1
0.91
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
265
41.7
D
2
2
60.0
5.0
55.0
16.2
8.7
3
4
5
5
0.0
5.0
15.0
0.0
0.0
1.00
1792
552
1
0.91
6
1136
0.63
1792
552
1792
14.2
14.2
1136
0.49
1136
1.00
1.00
8.4
1.5
0.0
7.4
9.9
A
595
9.6
A
1.00
1845
981
1
0.91
3
1408
0.76
1845
981
1845
23.3
23.3
1408
0.70
1408
1.00
1.00
5.2
2.9
0.0
12.6
8.1
A
1074
7.8
A
8
8
15.6
5.0
30.0
9.8
0.8
13.0
B
D-bar-A Project Traffic Analysis 5/21/2022 2022_Build_MIT_AM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
17
85
37
7 157
27
24
17
9
29
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
19
93
41
8 173
30
26
19
10
32
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Percent Heavy Veh, % 13
13
13
9
9
0
0
0
11
5
Cap, veh/h
107 422 169
71 669 633 410 276 570 400
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
102 1079 432
21 1709 1615 804 706 1455 780
0
0 181
0
30
45
0
10
55
0
0 1730
0 1615 1509
0 1455 1450
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
0.7
0.0
0.0
0.3
0.0
3.7
0.0
0.0
4.2
0.0
0.7
2.3
0.0
0.3
2.3
Prop In Lane
0.12
0.27 0.04
1.00 0.58
1.00 0.58
0
0 740
0 633 686
0 570 663
V/C Ratio(X)
0.22 0.00 0.00 0.24 0.00 0.05 0.07 0.00 0.02 0.08
0
0 740
0 633 686
0 570 663
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.4
0.0 11.3 11.4
0.0 11.2 11.5
0.7
0.0
0.0
0.8
0.0
0.1
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.2
0.0
0.3
0.5
0.0
0.1
0.6
0.0
0.0 13.2
0.0 11.5 11.6
0.0 11.2 11.7
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
153
211
55
12.9
12.9
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
21
6
0
1.00
1790
23
1
0.91
5
262
0.39
670
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
42
16
0
1.00
1.00
1863
46
1
0.91
2
620
0.39
1583
46
1583
1.1
1.1
1.00
620
0.07
620
1.00
1.00
11.4
0.2
0.0
0.5
11.7
B
101
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
12.5
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0 112
0
0
Free Free
- None
0
0
85
85
0
8
0 132
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
198
4.1
2.2
1387
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1387
-
EBL
1387
0
A
0
0
-
WBT WBR
168
0
0
0
Free Free
- None
0
0
85
85
6
0
198
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
330
198
132
6.4
5.4
5.4
3.5
669
840
899
198
6.2
3.3
848
-
669
669
840
899
848
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
0 104
0
0
Free Free
- None
0
0
85
85
0
14
0 122
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
186
4.1
2.2
1401
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1401
-
EBL
1401
0
A
0
0
-
WBT WBR
158
0
0
0
Free Free
- None
0
0
85
85
16
0
186
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
85
0
0
SBR
0
0
Stop
None
85
0
0
Minor2
308
186
122
6.4
5.4
5.4
3.5
688
851
908
186
6.2
3.3
861
-
688
688
851
908
861
-
SB
0
A
EBT WBT WBR SBLn1
0
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
50
7
0
1.00
1.00
1827
60
1
0.83
4
502
0.39
1192
60
1192
2.2
6.4
1.00
502
0.12
502
1.00
1.00
14.6
0.5
0.0
0.8
15.1
B
119
4
0
11
14
0
1.00
1.00
1900
13
0
0.83
14
53
0.39
135
156
1617
3.9
3.9
0.08
633
0.25
633
1.00
1.00
12.3
0.9
0.0
1.9
13.2
B
10
3
0
1.00
1.00
1583
12
1
0.83
20
460
0.39
1042
12
1042
0.5
4.4
1.00
460
0.03
460
1.00
1.00
13.8
0.1
0.0
0.1
13.9
B
114
8
0
23
18
0
1.00
1.00
1900
28
0
0.83
18
105
0.39
267
165
1572
4.3
4.3
0.17
616
0.27
616
1.00
1.00
12.4
1.1
0.0
2.0
13.5
B
9
5
0
1.00
1.00
1557
11
1
0.83
22
513
0.39
1095
11
1095
0.4
2.3
1.00
513
0.02
513
1.00
1.00
12.4
0.1
0.0
0.1
12.5
B
18
2
0
19
12
0
1.00
1.00
1900
23
0
0.83
6
339
0.39
865
45
1693
1.0
1.0
0.51
663
0.07
663
1.00
1.00
11.4
0.2
0.0
0.5
11.6
B
49
1
0
1.00
1.00
1863
59
1
0.83
2
628
0.39
1356
59
1356
1.7
2.7
1.00
628
0.09
628
1.00
1.00
12.2
0.3
0.0
0.7
12.5
B
18
6
0
51
16
0
1.00
1.00
1900
61
0
0.83
0
470
0.39
1201
83
1634
2.0
2.0
0.73
640
0.13
640
1.00
1.00
11.7
0.4
0.0
1.0
12.1
B
1.00
1640
143
1
0.83
14
580
0.39
1482
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
216
13.7
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1619
137
1
0.83
18
511
0.39
1306
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
177
13.5
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1846
22
1
0.83
6
324
0.39
828
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
56
11.8
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1846
22
1
0.83
0
170
0.39
433
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
142
12.3
B
8
8
30.0
6.5
23.5
0.0
0.0
13.1
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
49
27 104
52
46
28
41 412
32
22 620
39
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
53
29 112
56
49
30
44 443
34
24 667
42
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Percent Heavy Veh, % 12
15
15
18
22
22
10
15
23
24
9
18
Cap, veh/h
259
54 210 203 158
97 407 1080 859 503 1140 895
Arrive On Green
0.17 0.17 0.17 0.17 0.17 0.17 0.65 0.65 0.65 0.65 0.65 0.65
Sat Flow, veh/h
1197 311 1201 1074 905 554 683 1652 1313 752 1743 1369
53
0 141
56
0
79
44 443
34
24 667
42
0 1512 1074
0 1460 683 1652 1313 752 1743 1369
Q Serve(g_s), s
2.7
0.0
5.7
3.4
0.0
3.2
2.6
8.6
0.6
1.1 14.5
0.7
5.9
0.0
5.7
9.1
0.0
3.2 17.1
8.6
0.6
9.6 14.5
0.7
Prop In Lane
1.00
0.79 1.00
0.38 1.00
1.00 1.00
1.00
0 264 203
0 255 407 1080 859 503 1140 895
V/C Ratio(X)
0.20 0.00 0.53 0.28 0.00 0.31 0.11 0.41 0.04 0.05 0.59 0.05
0 429 320
0 415 407 1080 859 503 1140 895
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.4 29.6
0.0 24.3 11.4
5.5
4.2
7.8
6.6
4.2
0.4
0.0
1.7
0.7
0.0
0.7
0.5
1.2
0.1
0.2
2.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.5
1.0
0.0
1.3
0.5
4.2
0.2
0.2
7.6
0.3
0.0 27.1 30.3
0.0 25.0 11.9
6.7
4.2
8.0
8.8
4.3
LnGrp LOS
C
C
C
C
B
A
A
A
A
A
Approach Vol, veh/h
194
135
521
733
27.1
27.2
7.0
8.5
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
5.6
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
17.6
5.8
19.2
7.9
0.8
5
6
6
50.0
5.8
44.2
16.5
5.7
7
8
8
17.6
5.8
19.2
11.1
0.7
11.9
B
Bergmann Associates
Synchro 8 Report
Page 9
HCM 2010 TWSC
7: Dryden Rd & Site Drive
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0.7
EBL EBT
8 106
0
0
Free Free
- None
300
0
0
92
92
75
9
9 115
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
175
4.85
2.875
1060
-
Approach
HCM LOS
EB
0.6
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1060
-
EBL
1060
0.008
8.4
A
0
0
-
WBT WBR
161
7
0
0
Free Free
- None
- 250
0
0
92
92
16
71
175
8
Major2
WB
0
0
-
SBL
7
0
Stop
0
0
0
92
86
8
SBR
6
0
Stop
None
92
83
7
Minor2
308
175
133
7.26
6.26
6.26
4.274
540
688
723
175
7.03
4.047
696
-
535
535
688
717
696
-
SB
11.2
B
EBT WBT WBR SBLn1
- 599
- 0.024
- 11.2
B
0.1
Bergmann Associates
Synchro 8 Report
Page 11
2022 Build Evening Peak Hour
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
0
0
0
106
3
0
1.00
1.00
1900
112
0
0.95
6
225
0.13
1691
112
1691
6.3
6.3
1.00
225
0.50
379
1.00
1.00
41.3
1.7
0.0
3.1
43.0
D
0
8
0
160
18
0
1.00
1.00
1792
168
1
0.95
6
203
0.13
1524
168
1524
11.0
11.0
1.00
203
0.83
342
1.00
1.00
43.3
8.4
0.0
5.1
51.7
D
0
5
0
1.00
1.00
1900
0
1
0.95
0
589
0.00
1810
0
1810
0.0
0.0
1.00
589
0.00
764
1.00
0.00
0.0
0.0
0.0
0.0
0.0
1125
2
0
152
12
0
1.00
1.00
1743
160
1
0.95
9
968
0.65
1482
160
1482
4.3
4.3
1.00
968
0.17
968
1.00
1.00
6.9
0.4
0.0
1.8
7.3
A
140
1
0
1.00
1.00
1759
147
1
0.95
8
195
0.07
1675
147
1675
3.7
3.7
1.00
195
0.75
246
1.00
1.00
30.2
9.5
0.0
4.6
39.7
D
604
6
0
0
16
0
1.00
1.00
1900
0
1
0.95
0
1243
0.00
1615
0
1615
0.0
0.0
1.00
1243
0.00
1243
1.00
0.00
0.0
0.0
0.0
0.0
0.0
Timer
Assigned Phs
1
1
11.9
5.0
10.0
5.7
0.1
6
6
83.9
5.0
67.0
15.0
14.3
7
8
8
18.6
5.0
23.0
13.0
0.6
HCM 2010 Ctrl Delay
HCM 2010 LOS
1.00
1776
0
1
0.95
0
0
0.00
0
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
280
48.2
D
2
2
72.0
5.0
67.0
65.7
1.1
3
4
5
5
0.0
5.0
10.0
0.0
0.0
1.00
1845
1184
1
0.95
3
1205
0.65
1845
1184
1845
63.7
63.7
1205
0.98
1205
1.00
1.00
17.2
22.0
0.0
39.3
39.2
D
1344
35.4
D
1.00
1792
636
1
0.95
6
1379
0.77
1792
636
1792
13.0
13.0
1379
0.46
1379
1.00
1.00
4.2
1.1
0.0
6.8
5.3
A
783
11.8
B
29.2
C
Notes
User approved pedestrian interval to be less than phase max green.
D-bar-A Project Traffic Analysis 5/21/2022 2022_Build_MIT_PM
Bergmann Associates
Synchro 8 Report
Page 1
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
47 226
10
5 149
38
18
30
16
29
Number
7
4
14
3
8
18
5
2
12
1
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
49 238
11
5 157
40
19
32
17
31
Adj No. of Lanes
0
1
0
0
1
1
0
1
1
0
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
8
8
8
8
8
3
3
3
0
0
Cap, veh/h
134 565
24
66 675 614 278 429 633 437
Arrive On Green
0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39 0.39
Sat Flow, veh/h
164 1443
62
12 1724 1568 499 1096 1615 871
0
0 162
0
40
51
0
17
52
0
0 1736
0 1568 1595
0 1615 1570
Q Serve(g_s), s
0.0
0.0
0.0
0.0
0.0
1.0
0.0
0.0
0.4
0.0
7.4
0.0
0.0
3.7
0.0
1.0
1.1
0.0
0.4
1.0
Prop In Lane
0.16
0.04 0.03
1.00 0.37
1.00 0.60
0
0 742
0 614 707
0 633 711
V/C Ratio(X)
0.41 0.00 0.00 0.22 0.00 0.07 0.07 0.00 0.03 0.07
0
0 742
0 614 707
0 633 711
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00
0.0
0.0 12.2
0.0 11.4 11.4
0.0 11.2 11.4
1.7
0.0
0.0
0.7
0.0
0.2
0.2
0.0
0.1
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.9
0.0
0.4
0.6
0.0
0.2
0.6
0.0
0.0 12.9
0.0 11.6 11.6
0.0 11.3 11.6
LnGrp LOS
B
B
B
B
B
B
Approach Vol, veh/h
298
202
68
15.1
12.7
11.5
Approach LOS
B
B
B
Timer
1
2
Assigned Phs
2
30.0
6.5
0.0
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
30.0
6.5
23.5
0.0
0.0
5
6
6
30.0
6.5
23.5
0.0
0.0
7
SBT SBR
20
6
0
1.00
1900
21
1
0.95
0
274
0.39
699
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
30
16
0
1.00
1.00
1845
32
1
0.95
3
614
0.39
1568
32
1568
0.8
0.8
1.00
614
0.05
614
1.00
1.00
11.3
0.2
0.0
0.4
11.5
B
84
11.6
B
8
8
30.0
6.5
23.5
0.0
0.0
13.5
B
Bergmann Associates
Synchro 8 Report
Page 3
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0.1
EBL EBT
0 182
0
0
Free Free
- None
0
0
87
87
0
7
0 209
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
206
4.1
2.2
1377
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1377
-
EBL
1377
0
A
0
0
-
WBT WBR
178
1
0
0
Free Free
- None
0
0
87
87
7
0
205
1
Major2
WB
0
0
-
SBL
1
0
Stop
0
0
0
87
0
1
SBR
2
0
Stop
None
87
0
2
Minor2
414
205
209
6.4
5.4
5.4
3.5
599
834
831
205
6.2
3.3
841
-
599
599
834
831
841
-
SB
9.9
A
EBT WBT WBR SBLn1
- 741
- 0.005
9.9
A
0
Bergmann Associates
Synchro 8 Report
Page 5
HCM 2010 TWSC
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0
EBL EBT
1 189
0
0
Free Free
- None
0
0
88
88
0
9
1 215
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
176
4.1
2.2
1412
-
Approach
HCM LOS
EB
0
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
1412
-
EBL
1412
0.001
7.6
A
0
0
-
WBT WBR
155
0
0
0
Free Free
- None
0
0
88
88
8
0
176
0
Major2
WB
0
0
-
SBL
0
0
Stop
0
0
0
88
0
0
SBR
0
0
Stop
None
88
0
0
Minor2
393
176
217
6.4
5.4
5.4
3.5
615
859
824
176
6.2
3.3
872
-
614
614
859
823
872
-
SB
0
A
EBT WBT WBR SBLn1
0
0
A
A
-
Bergmann Associates
Synchro 8 Report
Page 6
Movement
Lane Configurations
Volume (veh/h)
Number
Initial Q (Qb), veh
Ped-Bike Adj(A_pbT)
Parking Bus, Adj
Adj No. of Lanes
Peak Hour Factor
Cap, veh/h
Arrive On Green
Sat Flow, veh/h
Q Serve(g_s), s
Prop In Lane
V/C Ratio(X)
HCM Platoon Ratio
Upstream Filter(I)
LnGrp LOS
Approach Vol, veh/h
Approach LOS
Timer
Assigned Phs
HCM 2010 Ctrl Delay
HCM 2010 LOS
10/26/2015
EBL
EBT
EBR
WBL
WBT
WBR
NBL
NBT
NBR
SBL
SBT
SBR
47
7
0
1.00
1.00
1900
51
1
0.93
0
459
0.39
1158
51
1158
2.0
7.9
1.00
459
0.11
459
1.00
1.00
15.7
0.5
0.0
0.7
16.2
B
169
4
0
29
14
0
1.00
1.00
1900
31
0
0.93
7
100
0.39
254
213
1748
5.1
5.1
0.15
685
0.31
685
1.00
1.00
12.6
1.2
0.0
2.7
13.8
B
22
3
0
1.00
1.00
1900
24
1
0.93
0
485
0.39
1187
24
1187
0.9
5.9
1.00
485
0.05
485
1.00
1.00
14.7
0.2
0.0
0.3
14.9
B
174
8
0
49
18
0
1.00
1.00
1900
53
0
0.93
8
148
0.39
379
240
1714
5.9
5.9
0.22
671
0.36
671
1.00
1.00
12.9
1.5
0.0
3.1
14.4
B
18
5
0
1.00
1.00
1900
19
1
0.93
0
634
0.39
1376
19
1376
0.5
1.6
1.00
634
0.03
634
1.00
1.00
11.9
0.1
0.0
0.2
12.0
B
19
2
0
12
12
0
1.00
1.00
1900
13
0
0.93
0
274
0.39
700
33
1777
0.7
0.7
0.39
696
0.05
696
1.00
1.00
11.3
0.1
0.0
0.4
11.4
B
18
1
0
1.00
1.00
1792
19
1
0.93
6
621
0.39
1319
19
1319
0.5
1.2
1.00
621
0.03
621
1.00
1.00
11.7
0.1
0.0
0.2
11.8
B
19
6
0
28
16
0
1.00
1.00
1900
30
0
0.93
0
404
0.39
1031
50
1718
1.1
1.1
0.60
673
0.07
673
1.00
1.00
11.4
0.2
0.0
0.6
11.6
B
1.00
1793
182
1
0.93
7
585
0.39
1493
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
264
14.3
B
1
2
2
30.0
6.5
23.5
0.0
0.0
1.00
1781
187
1
0.93
8
523
0.39
1336
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
264
14.4
B
3
4
4
30.0
6.5
23.5
0.0
0.0
5
1.00
1900
20
1
0.93
0
422
0.39
1077
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
52
11.7
B
6
6
30.0
6.5
23.5
0.0
0.0
7
1.00
1900
20
1
0.93
0
269
0.39
687
0
0
0.0
0.0
0
0.00
0
1.00
0.00
0.0
0.0
0.0
0.0
0.0
69
11.7
B
8
8
30.0
6.5
23.5
0.0
0.0
13.9
B
Bergmann Associates
Synchro 8 Report
Page 7
10/26/2015
Movement
Lane Configurations
Volume (veh/h)
83
43
70
33
59
29 152 793
67
25 497
93
Number
7
4
14
3
8
18
5
2
12
1
6
16
Initial Q (Qb), veh
0
0
0
0
0
0
0
0
0
0
0
0
1.00 1.00
1.00 1.00
1.00 1.00
1.00
Parking Bus, Adj
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
87
45
74
35
62
31 160 835
71
26 523
98
Adj No. of Lanes
1
1
0
1
1
0
1
1
1
1
1
1
Peak Hour Factor
0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95
8
5
5
6
7
7
3
5
6
0
6
4
Cap, veh/h
242
99 164 223 174
87 527 1205 1015 346 1194 1034
Arrive On Green
0.16 0.16 0.16 0.16 0.16 0.16 0.67 0.67 0.67 0.67 0.67 0.67
Sat Flow, veh/h
1226 624 1026 1220 1094 547 792 1810 1524 625 1792 1553
87
0 119
35
0
93 160 835
71
26 523
98
0 1650 1220
0 1641 792 1810 1524 625 1792 1553
Q Serve(g_s), s
4.5
0.0
4.3
1.8
0.0
3.4
7.9 19.0
1.1
1.8
9.1
1.5
7.9
0.0
4.3
6.1
0.0
3.4 17.1 19.0
1.1 20.8
9.1
1.5
Prop In Lane
1.00
0.62 1.00
0.33 1.00
1.00 1.00
1.00
0 263 223
0 262 527 1205 1015 346 1194 1034
V/C Ratio(X)
0.36 0.00 0.45 0.16 0.00 0.36 0.30 0.69 0.07 0.08 0.44 0.09
0 477 382
0 475 527 1205 1015 346 1194 1034
HCM Platoon Ratio
1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I)
1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
0.0 25.3 28.0
0.0 24.9
9.3
6.9
3.9 13.3
5.2
4.0
0.9
0.0
1.2
0.3
0.0
0.8
1.5
3.3
0.1
0.4
1.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
2.1
0.6
0.0
1.6
2.0 10.4
0.5
0.3
4.7
0.7
0.0 26.5 28.4
0.0 25.7 10.7 10.2
4.0 13.8
6.4
4.1
LnGrp LOS
C
C
C
C
B
B
A
B
A
A
Approach Vol, veh/h
206
128
1066
647
27.7
26.4
9.8
6.4
Approach LOS
C
C
A
A
Timer
1
2
Assigned Phs
2
50.0
5.8
8.5
HCM 2010 Ctrl Delay
HCM 2010 LOS
3
4
4
16.4
5.8
19.2
9.9
0.7
5
6
6
50.0
5.8
44.2
22.8
8.2
7
8
8
16.4
5.8
19.2
8.1
0.8
11.6
B
Bergmann Associates
Synchro 8 Report
Page 9
HCM 2010 TWSC
7: Dryden Rd & Site Drive
Intersection
Int Delay, s/veh
Movement
Vol, veh/h
Sign Control
RT Channelized
Storage Length
Grade, %
Peak Hour Factor
Heavy Vehicles, %
Mvmt Flow
0.5
EBL EBT
5 191
0
0
Free Free
- None
300
0
0
92
92
100
8
5 208
Major/Minor
Stage 1
Stage 2
Critical Hdwy
Critical Hdwy Stg 1
Critical Hdwy Stg 2
Follow-up Hdwy
Pot Cap-1 Maneuver
Stage 1
Stage 2
Platoon blocked, %
Mov Cap-1 Maneuver
Mov Cap-2 Maneuver
Stage 1
Stage 2
Major1
171
5.1
3.1
980
-
Approach
HCM LOS
EB
0.2
Capacity (veh/h)
HCM Lane V/C Ratio
HCM Lane LOS
10/26/2015
980
-
EBL
980
0.006
8.7
A
0
0
-
WBT WBR
157
5
0
0
Free Free
- None
- 250
0
0
92
92
8
80
171
5
Major2
WB
0
0
-
SBL
6
0
Stop
0
0
0
92
67
7
SBR
6
0
Stop
None
92
83
7
Minor2
389
171
218
7.07
6.07
6.07
4.103
506
724
686
171
7.03
4.047
700
-
503
503
724
683
700
-
SB
11.3
B
EBT WBT WBR SBLn1
- 585
- 0.022
- 11.3
B
0.1
Bergmann Associates
Synchro 8 Report
Page 11
Appendix D
Trip Generation Information
Trip Generation Calculations
Assumptions
Proposed Development Production
Truck Capacity
# Trucks/Year
Production Period
Production Period (Days)
# Trucks/Day (Enter)
# Trucks/Day (Exit)
# Trucks/Day (Total)
1,000,000
Tons/Year
50
Tons/Truck
20,000
Trucks/Year
March 15th to December 1st
201.5
Work Days
100
Trucks
100
Trucks
200
Trucks
Daily Distribution
Percent of
Total*
Time
7:00
3.15%
7:15
3.94%
7:30
1.57%
7:45
2.36%
8:00
2.36%
8:15
2.36%
8:30
2.36%
8:45
2.36%
9:00
2.36%
9:15
2.36%
9:30
3.94%
9:45
2.36%
10:00
3.15%
10:15
2.36%
10:30
3.94%
10:45
2.36%
11:00
2.36%
11:15
2.36%
11:30
3.15%
11:45
2.36%
12:00
3.15%
12:15
2.36%
12:30
2.36%
12:45
2.36%
13:00
2.36%
13:15
2.36%
13:30
3.15%
13:45
3.15%
14:00
2.36%
14:15
1.57%
14:30
2.36%
14:45
1.57%
15:00
2.36%
15:15
2.36%
15:30
1.57%
15:45
2.36%
16:00
1.57%
16:15
2.36%
16:30
1.57%
16:45
1.57%
17:00
0.79%
17:15
0.00%
17:30
0.00%
17:45
0.00%
18:00
0.00%
18:15
0.79%
18:30
0.00%
18:45
0.00%
Total =
*Percent values from existing Highland Facility
Peak Hour Values - Trucks Only
Entering
3.1
3.9
1.6
2.4
2.4
2.4
2.4
2.4
2.4
2.4
3.9
2.4
3.1
2.4
3.9
2.4
2.4
2.4
3.1
2.4
3.1
2.4
2.4
2.4
2.4
2.4
3.1
3.1
2.4
1.6
2.4
1.6
2.4
2.4
1.6
2.4
1.6
2.4
1.6
1.6
0.8
0.0
0.0
0.0
0.0
0.8
0.0
0.0
100
Exiting
3.1
3.9
1.6
2.4
2.4
2.4
2.4
2.4
2.4
2.4
3.9
2.4
3.1
2.4
3.9
2.4
2.4
2.4
3.1
2.4
3.1
2.4
2.4
2.4
2.4
2.4
3.1
3.1
2.4
1.6
2.4
1.6
2.4
2.4
1.6
2.4
1.6
2.4
1.6
1.6
0.8
0.0
0.0
0.0
0.0
0.8
0.0
0.0
100
Enter
11
AM Peak Hour
Exit
Total
11
22
Enter
9
PM Peak Hour
Exit
Total
9
18
Appendix E
Sight Distance Calculations
Intersection Sight Distance (ISD) Calculations
Intersection Sight Distance Equation (AASHTO)
Left & Right Turn Time Gaps & ISD Equation (AASHTO)
Design Vehicle
Left Turn Time Gap
Car
7.5 sec
Right Turn Time Gap
6.5 sec
Combination Truck
11.5 sec
10.5 sec
Major Roadway Design Speed
Major Roadway
Design Speed
Dryden Road
55 mph
Calculated Intersection Sight Distances
Design Vehicle
Left Turn ISD (Ft)
Right Turn ISD (Ft)
Car
610
530
Combination Truck
930
850
Vehicle Offset From Roadway =
Truck Eye Elevation =
14.5 ft
7.6 ft
Car Eye Elevation =
3.5 ft
Height of Observed Object =
3.5 ft
Appendix F
Crash Analysis Reports
Village of Metamora
External #
Crash ID
#######
7925031
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
01/27/2011
Crash Type
02
Special Study
Snow/Blowing Snow
Activity
Road Name
Road Type
OAK
ST
Traffic Way
50 Feet S
01 - Not physically divided
01
Road Type
HIGH
ST
Unit Type
MV
State Driver License Number
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
Vehicle Registration
State
Insurance / Policy #
###########
MI
#################
Vehicle
Description
First Impact
12
05
First
Sequence of
Events
18 ( indicates MOST harmful event)
Test Results
N
Ambulance
NONE
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
Special Vehicles Private Trailer Type Vehicle Defect
0
Year
Vehicle Type
2000
Vehicle Use
Pickup truck
Action Prior
01 - Private
07 - Backing
Third
Fourth
Parked motor vehicle
Sex
Airbag Deployed
Date of Birth (Age)
Passenger Information
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
Airbag Deployed
Second
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
Type & Axle Per Unit
First
Second
Person Advised of Damaged Traffic Control
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
11 - Improper backing
Hospital
RED
Vehicle Direction
Yes
Owner Information
01
Color
Date of Birth (Age)
Vehicle Type
Total Occupants Hazardous Action
M
NONE
RAM
Injury
Interstate/Intrastate
Divided Roadway
##############################
DODGE
0
Restraint
Model
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
01 - No access control
License Type
Operator
Chauffer
Moped
07/19/1965 (45)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Unit Number Unit Known
Total Lanes
Wet
Suffix
Distance
ORV/Snowmobile
13 - NON-FRWY Parking
Road Condition
Daylight
S
Non-Traffic Area
Area
Light
Lane Closed
Prefix
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
Shoulder
Construction Zone (if applicable)
Type
32 - Metamora
None
Hit and Run
School Bus
Relation to Roadway
None
KEN SCHROEDER
Special Circumstances
Rear End
Traffic Control
44 - Lapeer
LOCATION
No. of Units
15:50
City/Twsp
U N I T / D R I V E R
Reviewer
Metamora Twp Police Dept
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
Incident Disposition
STATE OF MICHIGAN TRAFFIC CRASH REPORT
OWNERS
SANITIZED SANITIZED SANITIZED SANITIZED
Authority: 1949 PA 300, Sec.257.622
Compliance: Required
MSP UD-10E
Penalty: $100 and/or 90 days (Rev 11/2006)
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
No
Date of Birth (Age)
Injury
Endorsements
Cycle
Farm
Recreation
Position
Restraint
Driver Condition
1
2
3
5
6
7
8
9
###########
MI
#################
Vehicle
Description
First Impact
01
First
Sequence of
Events
Driveable
0
Year
Passenger Car
Action Prior
01 - Private
Second
Vehicle Type
2006
Vehicle Use
23 - Parked
Third
Fourth
Motor veh in transport
Date of Birth (Age)
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
ICCMC
Endorsements
H
N
Vehicle Type
Other
Color
Yes
Citation Issued
Hazardous
Test Results
Urine
RED
Vehicle Direction
Injury
TRUCK/BUS
No
Blood
G6
00 - None
Ambulance
##############################
PONTIAC
1
00
NONE
Model
Injury
Owner Information
Drugs
Yes
Test Type
Towed To/By
Test Results
Make
Extent of
Damage
Airbag Deployed
No
Urine
Carrier Information
Trapped
##############################
VIN
01
Ejected
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
NONE
Interlock
4
Sex
Hospital
##############################
##############################
(###) ###-####
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
#############
Driver Information
WITNESS OWNERS
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Witness Information
Investigated
Reported Date (Time)
1st Investigator Name (Badge)
at Scene Yes ##/##/#### (##:##) #######################
Witness Information
2nd Investigator Name (Badge)
(######)
####################### (######)
Narrative
Vehicle #2 was parked on the legal roadside facing south bound. Vehicle #1 had
been parked on the legal roadside in front (south) of vehicle #2. Driver #1 got
into vehicle #1 and backed up to pull out onto the roadway and hit vehicle #2 with
the trailer hitch of vehicle #1, causing damage to vehicle #2.
Diagram
36
Class #
Photos By
#########################
External #
Crash ID
#######
7927224
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
01/28/2011
No. of Units
18:39
Crash Type
01
Special Study
Prefix
Clear
Activity
Road Type
HIGH
ST
Traffic Way
01
Road Type
OAK
ST
Unit Type
MV
No
Date of Birth (Age)
Injury
6
7
8
9
###########
MI
#################
Location of
Greatest Damage
Vehicle
Description
First Impact
08
Ejected
Test Results
08
First
Sequence of
Events
PONTIAC
1
Yes
W
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2007
Vehicle Use
Passenger Car
Action Prior
01 - Private
23 - Parked
Third
Fourth
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
00 - None
Ambulance
Color
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Vehicle Type
00
NONE
Second
GRY
Vehicle Direction
Injury
Owner Information
Drugs
Yes
Test Type
Towed To/By
PA
Carrier Information
Sex
Hospital
Airbag Deployed
Model
Driveable
Divided Roadway
##############################
Make
Extent of
Damage
Restraint
No
Urine
Divided Roadway
NONE
Trapped
##############################
VIN
Position
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Endorsements
Cycle
Farm
Recreation
O
Interlock
5
Yes
License Type
Operator
Chauffer
Moped
##############################
##############################
(###) ###-####
4
Posted
25
Suffix
#############
Driver Information
Driver Condition
1
2
3
Speed Limit
02
Access Control
Intersecting Road
Total Lanes
Snowy
Suffix
100 Feet W
ORV/Snowmobile
Road Condition
Dark-Lighted
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
15 - Metamora Twp
LOCATION
None
Hit and Run
School Bus
Relation to Roadway
44 - Lapeer
WALTER SIERAKOWSKI
Other/Unknown
Traffic Control
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Open
Department Name
Crash Date
File Class 54001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
##############################
##############################
CLARKSTON, MI 48348 (###) ###-####
Contact Name:
Contact Date:
Contact Time:
##############################
##/##/####
##:##
Damaged Property
Owner & Phone
36
Class #
Public
Unit Type
Date of Birth (Age)
Driver Information
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
VIN
Vehicle
Description
First Impact
Ejected
Endorsements
Cycle
Farm
Recreation
Injury
Position
Restraint
Trapped
Airbag Deployed
Extent of
Damage
Drugs
Yes
Test Type
Towed To/By
Test Results
Urine
Make
No
Blood
Vehicle Direction
Hospital
Ambulance
Color
Sex
Airbag Deployed
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Fourth
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Action Prior
Position Restraint
Ejected
Sex
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
P
S
T
X
Medical Card
vehicle was parked legaly was struck by unknown vehicle. the at-falt driver left
####################### (######)
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
w/o reporting
ICCMC
Endorsements
H
N
First
Second
Other
Vehicle Type
Third
Date of Birth (Age)
Injury
Year
Vehicle Use
Date of Birth (Age)
Injury
Citation Issued
Hazardous
Test Results
Second
Vehicle Type
Urine
Model
Driveable
First
Sequence of
Events
( indicates MOST harmful event)
Sex
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8375631
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
06/30/2012
Crash Type
02
Special Study
Clear
Activity
Road Name
Road Type
HIGH
ST
Traffic Way
10 Feet E
Intersecting Road
Road Type
S
OAK
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48424-8455 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
00
02
First
Sequence of
Events
Test Results
Urine
.11
E
NONE
No
Blood
01 - Going Straight Ahead
06 - Overturn
Sex
Airbag Deployed
Injury
Airbag Deployed
Airbag Deployed
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Contact Name:
Contact Date:
Contact Time:
##############################
##/##/####
##:##
Cargo Body Type
Third
ICCMC
Endorsements
H
N
Vehicle Type
Passenger Car
Action Prior
Fourth
Injury
Vehicle Type
1997
17 - Motor veh in transport
Date of Birth (Age)
0
Year
01 - Private
Date of Birth (Age)
Other
Vehicle Use
Date of Birth (Age)
Citation Issued
Hazardous
Test Results
Urine
30 - Luminaire/light support
Injury
TRUCK/BUS
Ambulance
Third
Injury
Owner Information
Airbag Deployed
Second
Injury
13 - Other
Hospital
Color
Date of Birth (Age)
01
TAN
Vehicle Direction
No
Ran off roadway-right
M
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
4D
Driveable
Divided Roadway
##############################
AUDI
7
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
C
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
08/30/1982 (29)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Prefix
01
Total Lanes
Dry
Suffix
Distance
ORV/Snowmobile
10 - NON-FRWY Straight roadway
Road Condition
Daylight
E
Non-Traffic Area
Area
Light
Lane Closed
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
Shoulder
Type
15 - Metamora Twp
None
Hit and Run
School Bus
Relation to Roadway
None
DAN MILLER
Rear End
Traffic Control
44 - Lapeer
LOCATION
No. of Units
07:19
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 54002
OWNERS
MSP UD-10E
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
36
Class #
Cargo Spill
Owner Information
Damaged Property
SMALL LIGHT POLE
Owner & Phone
##############################
(###) ###-####
Public
No
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Driver Information
Injury
Position
C
01
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
05
First
Sequence of
Events
LAPEER COUNTY EMS
No
Blood
Yes
0
Year
SIL
Vehicle Type
2005
Passenger Car
Action Prior
01 - Private
Second
Third
Fourth
Date of Birth (Age)
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
ICCMC
Endorsements
H
N
Vehicle Type
Other
Vehicle Use
E
Citation Issued
Hazardous
Test Results
Urine
Color
Vehicle Direction
00 - None
Hospital
Ambulance
STA WAGON
01
##############################
JEEP
1
F
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
05
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
05/06/1950 (62)
WITNESS OWNERS
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Investigated
at Scene Yes ##/##/#### (##:##) #######################
(######)
Narrative
#1 was EB on High St from Oak St and struck a light pole, located on the SE
corner of the intersection, knocking the light pole to the ground . #1 continued
EB on High St per Witness. The witness was able to call 911 and follow #1. #1
then rear ended #2 On Dryden Rd near Ribble Rd . #1 lost control of his vehicle
, left the roadway to the south going into the ditch. #1 then overturned and the
vehicle came to a rest. Driver #1 was transported to LRH ER. #2 driver was
able to keep her vehicle under control and remained on the roadway.
####################### (######)
Diagram
36
Class #
Photos By
#########################
External #
Crash ID
#######
8518687
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
12/26/2012
Crash Type
02
Prefix
Special Study
Snow/Blowing Snow
Activity
Road Type
HIGH
ST
Traffic Way
01
Road Type
OAK
ST
Unit Type
MV
Yes
##############################
##############################
FRASER, MI 48026 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
01
01
First
Sequence of
Events
Test Results
Vehicle Direction
E
No
Blood
O
O
Injury
F
Airbag Deployed
Airbag Deployed
NONE
Trapped
Ambulance
NONE
11
Hospital
09
NONE
Trapped
Ambulance
Airbag Deployed
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Airbag Deployed
NONE
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Hospital
09
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
11
Not Equipped
Date of Birth (Age)
Injury
Position Restraint
Ejected
Sex
(27)
Injury
Fourth
Not Equipped
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
Vehicle Type
First
Second
Contact Name:
Contact Date:
Contact Time:
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
08 - Slowing/stop on roadway
18 - Parked motor vehicle
Airbag Deployed
Small truck
Action Prior
04 - Ran off roadway-right
Injury
Vehicle Type
2000
Third
Date of Birth (Age)
##############################
##############################
(###) ###-####
4
Year
02 - Commercial(business)
M
Other
Second
Sex
Citation Issued
Hazardous
Test Results
Urine
Vehicle Use
(61)
12 - Unable to stop
NONE
Color
Date of Birth (Age)
TRUCK/BUS
Ambulance
WHI
Yes
Loss of control
03
Hospital
Airbag Deployed
Drugs
Yes
Test Type
Towed To/By
M
NONE
Model
Driveable
1
Restraint
Divided Roadway
Sex
04
INTERNATIONA
Extent of
Damage
Divided Roadway
##############################
Make
##############################
##############################
DRYDEN, MI 48462 (###) ###-####
Owner Information
01
Endorsements
Cycle
Farm
Recreation
No
Urine
Carrier Information
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
01/05/1989 (23)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Total Lanes
Icy
Suffix
50 Feet W
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
Shoulder
Type
32 - Metamora
None
Hit and Run
School Bus
Relation to Roadway
Signal
DAN MILLER
Rear End
Traffic Control
44 - Lapeer
LOCATION
No. of Units
14:50
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
No
Date of Birth (Age)
Injury
##############################
##############################
(###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
#################
Vehicle
Description
First Impact
05
Ejected
05
First
Sequence of
Events
Test Results
Vehicle Direction
No
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2007
Vehicle Use
Passenger Car
Action Prior
01 - Private
23 - Parked
Third
Fourth
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
No
Blood
Second
Owner Information
NONE
BLK
E
00 - None
Ambulance
Color
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
ICCMC
Endorsements
H
N
Vehicle Type
00
Hospital
Airbag Deployed
PT CRUISER
Injury
F
##############################
CHRYSLER
Carrier Information
Trapped
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
3
Restraint
No
Make
Extent of
Damage
Position
No
99
##############################
VIN
Endorsements
Cycle
Farm
Recreation
O
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
MI #############
Driver Information
WITNESS OWNERS
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
##############################
##############################
OXFORD, MI 48371 (###) ###-####
Witness Information
Investigated
at Scene Yes ##/##/#### (##:##) #######################
Witness Information
(######)
####################### (######)
Narrative
Vehicle 1 was traveling east bound on High St. approaching the traffic light at the
corner of Hight St. and Oak St. when he was attempting to slow down because
the light was red and due to the snow on the road he was unable to stop and
assure a safe distance running into the rear of Vehicle 2 that was legally parked
off the roadway.
Diagram
36
Class #
Photos By
#########################
External #
Crash ID
#######
8687592
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
07/28/2013
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
PLEASANT
ST
Traffic Way
01
Road Type
HIGH
ST
Unit Type
MV
Yes
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
08
08
First
Sequence of
Events
Test Results
Vehicle Direction
No
S
Injury
No
Blood
Injury
Injury
Sex
Airbag Deployed
03 - Turning right
Fourth
Airbag Deployed
Airbag Deployed
Airbag Deployed
Airbag Deployed
Airbag Deployed
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Hospital
Trapped
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Driver's CDL Type
Ambulance
GVWR
Contact Name:
Contact Date:
Contact Time:
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
First
Second
Passenger Car
Action Prior
Carrier Source
Vehicle Type
Vehicle Type
2013
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
0
Year
Third
Date of Birth (Age)
Other
01 - Private
Date of Birth (Age)
Citation Issued
Hazardous
Test Results
Urine
Vehicle Use
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
RED
Date of Birth (Age)
06 - Drove left of center
17 - Motor veh in transport
Injury
Owner Information
Ambulance
Color
Date of Birth (Age)
01
Hospital
Airbag Deployed
Second
M
NONE
CRUZE
Cross centerline/median
Divided Roadway
##############################
CHEV
2
Restraint
Model
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
09/25/1935 (77)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
10 Feet S
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
32 - Metamora
None
Hit and Run
School Bus
Relation to Roadway
None
KEN SCHROEDER
Sideswipe-Opposite
Traffic Control
44 - Lapeer
LOCATION
No. of Units
14:35
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Driver Information
Injury
Position
O
01
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
08
First
Sequence of
Events
Vehicle Direction
Yes
N
NONE
No
Blood
Other
0
Color
Year
BLU
Vehicle Type
2002
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Fourth
Date of Birth (Age)
Sex
(21)
Injury
O
Injury
Airbag Deployed
Airbag Deployed
Airbag Deployed
NONE
Trapped
Ambulance
Airbag Deployed
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Airbag Deployed
NONE
Ejected
Sex
Date of Birth (Age)
Injury
Hospital
04
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Ejected
Sex
Date of Birth (Age)
Injury
03
Not Equipped
Date of Birth (Age)
Injury
Position Restraint
F
Date of Birth (Age)
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
ICCMC
Endorsements
H
N
P
S
T
X
Medical Card
Driver #1 was EB on High St and was making a right turn to go Southbound on
Pleasant St. #1 was outside the area of his travel lane and struck #2 #2 was,
Northbound Pleasant St and was slowing down to stop at the stop sign on
####################### (######)
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
Pleasant St at High St.
Citation Issued
Hazardous
Test Results
Urine
Second
##############################
##############################
OXFORD, MI 48371 (###) ###-####
Vehicle Type
00 - None
Hospital
Ambulance
STA WAG
02
##############################
CHEV
2
M
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
08
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
02/22/1990 (23)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8730796
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
10/01/2013
No. of Units
07:45
Crash Type
02
Special Study
Clear
Activity
Road Name
Road Type
HIGH
ST
Traffic Way
10 Feet E
Intersecting Road
Road Type
N
OAK
ST
Unit Type
MV
Yes
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
01
01
First
Sequence of
Events
Test Results
Urine
STAWGN
2
Vehicle Direction
Yes
W
Ambulance
NONE
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2013
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
Airbag Deployed
BLK
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
03 - Failed to yield
Hospital
Color
Date of Birth (Age)
Vehicle Type
01
F
NONE
Second
Injury
Owner Information
Restraint
Divided Roadway
##############################
MERCEDES
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
07/26/1938 (75)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Prefix
01
Total Lanes
Dry
Suffix
Distance
ORV/Snowmobile
07 - NON-FRWY in Intersection
Road Condition
Daylight
E
Non-Traffic Area
Area
Light
Lane Closed
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
15 - Metamora Twp
LOCATION
None
Hit and Run
School Bus
Relation to Roadway
44 - Lapeer
DAVID MALLETT
Rear End
Traffic Control
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
Yes
Date of Birth (Age)
MI #############
Driver Information
MV
Injury
Position
O
01
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
05
First
Sequence of
Events
Vehicle Direction
Yes
W
NONE
No
Blood
SIL
Vehicle Type
2004
Vehicle Use
Passenger Car
Action Prior
01 - Private
04 - Stopped on roadway
Third
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
ICCMC
Endorsements
H
N
P
S
T
X
##/##/#### (##:##) ####################### (######)
Driver #1 advised she took off prior to Driver #2 doing the same after the light
turned green. Driver #1 failed to yield so #2 could take off at the light and ran
into the back of #2. Both drivers left and met up and report was taken at police
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
Narrative
department.
0
Year
Other
Second
Injury
Investigated
at Scene No
Citation Issued
Hazardous
Test Results
Urine
Color
Date of Birth (Age)
Vehicle Type
00 - None
Hospital
Ambulance
DEVILLE
01
##############################
CADILLAC
2
F
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
05
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
06/12/1957 (56)
WITNESS OWNERS
####################### (######)
Diagram
CDL Restrictions
28
29
Hazardous Material
Placard
MPSC
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8758937
Page 01 of 01
Incident # ###########
ORI:
MI 4457800
10/29/2013
Crash Type
02
Signal
Special Study
Cloudy
Activity
Road Type
HIGH
ST
Traffic Way
25 Feet E
Intersecting Road
Road Type
S
OAK
ST
Unit Type
MV
##############################
##############################
ALMONT, MI 48003 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
12
05
First
Sequence of
Events
Test Results
Vehicle Direction
Yes
W
NONE
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
BLU
Vehicle Type
2009
Vehicle Use
Pickup truck
Action Prior
01 - Private
07 - Backing
Third
Sex
Airbag Deployed
Date of Birth (Age)
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
Ambulance
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
13 - Other
Hospital
Airbag Deployed
Second
Owner Information
01
Color
Date of Birth (Age)
Vehicle Type
F
NONE
PICKUP
Injury
Divided Roadway
##############################
FORD
0
Restraint
Model
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
12/22/1959 (53)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Prefix
Yes
Total Lanes
Dry
Suffix
Distance
ORV/Snowmobile
08 - Intersection Driveway
Road Condition
Dawn
Road Name
Non-Traffic Area
Area
Light
Lane Closed
E
01
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Prefix
KEN SCHROEDER
None
Hit and Run
School Bus
Relation to Roadway
Type
15 - Metamora Twp
Other/Unknown
Traffic Control
44 - Lapeer
LOCATION
No. of Units
07:30
City/Twsp
Reviewer
Metamora Township Police Department
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Driver Information
Injury
Position
O
01
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
01
First
Sequence of
Events
NONE
No
Blood
Yes
Vehicle Type
2002
Passenger Car
Action Prior
01 - Private
Second
Third
Fourth
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
ICCMC
Endorsements
H
N
P
S
T
X
Medical Card
####################### (######)
Driver Taylor-Hundt indicated she was at the light (facing west) when a
semi-tractor/trailer turned from north on Oak Street to East on High Street. She
did indicate that the truck turned right and in doing this, knowing they take wide
turns, did back up to give way for the vehicle. She states, in doing so, she struck
the vehicle behind her. Driver #1 states she does not think she has damage,
however Driver #2, Holderbaum, states her vehicle suffered minor damage to the
her radiator and lines replaced. She was going to attempt to drive her vehicle
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
bumper but feels she is now leaking radiator fluid. She states she had just got
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
home
0
Year
Vehicle Use
Date of Birth (Age)
Vehicle Type
Other
MAR
W
Citation Issued
Hazardous
Test Results
Urine
Color
Vehicle Direction
00 - None
Hospital
Ambulance
STAWGN
01
##############################
DODGE
1
F
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
01
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
02/28/1962 (51)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
0104870
9091615
Page 01 of 01
Incident # 5780131514
ORI:
MI 4457800
11/12/2014
Crash Type
01
None
Prefix
Special Study
On Road
Cloudy
Activity
Road Type
ST
Traffic Way
01
Road Type
OAK
ST
Unit Type
MV
##############################
##############################
METAMORA, MI 48455 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
08
08
First
Sequence of
Events
Test Results
Vehicle Direction
Yes
E
NONE
No
Blood
Other
Year
WHI
Vehicle Type
2011
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
Citation Issued
Hazardous
Test Results
Urine
Animal
Injury
TRUCK/BUS
Ambulance
0
Date of Birth (Age)
00 - None
Hospital
Airbag Deployed
Second
Owner Information
01
Color
Date of Birth (Age)
Vehicle Type
F
NONE
ESCAPE
Injury
Divided Roadway
N/A
FORD
1
Restraint
Model
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
##/##/#### (53)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Yes
Total Lanes
Dry
Suffix
200 Feet E
ORV/Snowmobile
Road Condition
Dark-Unlighted
HIGH
Non-Traffic Area
Area
Light
Lane Closed
Road Name
Special Checks
Fatal
Deer
Fleeing Police
Weather
Distance
Prefix
DAVID MALLETT
None
Hit and Run
School Bus
Relation to Roadway
Type
32 - Metamora
Single Motor Vehicle
Traffic Control
44 - Lapeer
LOCATION
No. of Units
18:40
City/Twsp
Reviewer
Metamora Township Police Department
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
Unit Type
Date of Birth (Age)
Driver Information
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
VIN
Vehicle
Description
First Impact
Ejected
Endorsements
Cycle
Farm
Recreation
Injury
Position
Restraint
Trapped
Airbag Deployed
Extent of
Damage
Test Results
Urine
Make
Drugs
Yes
Test Type
Towed To/By
No
Blood
Hospital
Ambulance
Vehicle Direction
Color
Sex
Airbag Deployed
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Fourth
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Action Prior
Position Restraint
Ejected
Sex
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
Investigated
at Scene No
Cargo Body Type
Third
Fourth
PDA-Car deer.
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
11/12/2014 (18:50) CHAD SETTER (4)
Narrative
ICCMC
Endorsements
H
N
First
Second
Other
Vehicle Type
Third
Date of Birth (Age)
Injury
Year
Vehicle Use
Date of Birth (Age)
Injury
Citation Issued
Hazardous
Test Results
Second
Vehicle Type
Urine
Model
Driveable
First
Sequence of
Events
( indicates MOST harmful event)
Sex
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
WITNESS OWNERS
Photos By
Cargo Spill
30
ID #
35
36
Class #
Village of Dryden
SANITIZED
SANITIZED
SANITIZED
SANITIZED
Crash ID 7540162
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
Crash ID 7556569
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
SANITIZED
Crash ID 7813427
SANITIZED
SANITIZED
SANITIZED
SANITIZED
External #
Crash ID
#######
8022468
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
05/14/2011
Crash Type
02
Prefix
Special Study
Cloudy
Activity
Road Type
MAIN
ST
Traffic Way
01
Road Type
UNION
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
08
08
First
Sequence of
Events
Test Results
Urine
Vehicle Direction
No
S
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2010
Vehicle Use
Passenger Car
Action Prior
01 - Private
02 - Turning left
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
BLK
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
04 - Disregard traffic control
Owner Information
Ambulance
Color
Date of Birth (Age)
Vehicle Type
01
Hospital
Airbag Deployed
Second
Injury
F
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
PATRIOT
Driveable
Divided Roadway
##############################
JEEP
4
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
01/16/1965 (46)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Total Lanes
Wet
Suffix
10 Feet E
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
None
Hit and Run
School Bus
Relation to Roadway
None
Larry Pack
Angle
Traffic Control
44 - Lapeer
LOCATION
No. of Units
11:00
City/Twsp
Reviewer
Dryden Twp Police Dept
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Driver Information
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
#################
Vehicle
Description
First Impact
01
First
Sequence of
Events
01
Restraint
Test Results
Airbag Deployed
Ambulance
NONE
No
Blood
No
Other
0
Year
BGE
Passenger Car
Action Prior
01 - Private
Second
Vehicle Type
2009
Vehicle Use
W
Citation Issued
Hazardous
Test Results
Urine
ESCAPE
Vehicle Direction
00 - None
Hospital
Color
Third
Fourth
Date of Birth (Age)
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
(######)
Unti #1 was making a left turn on to Main St. from Union. Unit #2 was driving
straight ahead and had a collision with unit #1. Unit #1 was issued a citation for
####################### (######)
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
Narrative
Fail to Yeild at unsigned Intersection.
ICCMC
Endorsements
H
N
Vehicle Type
01
##############################
FORD
F
NONE
Model
Driveable
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
4
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
01
Ejected
Injury
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
09/06/1953 (57)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8085942
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
08/09/2011
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
MAIN
ST
Traffic Way
01
Road Type
MILL
ST
Unit Type
MV
Yes
##############################
##############################
SHELBY TWP, MI 48317 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
05
05
First
Sequence of
Events
Test Results
Urine
Vehicle Direction
Yes
W
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2008
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
GRY
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
00 - None
Owner Information
Ambulance
Color
Date of Birth (Age)
Vehicle Type
01
Hospital
Airbag Deployed
Second
Injury
M
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
CHARGER
Driveable
Divided Roadway
##############################
DODGE
1
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
05/03/1975 (36)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
30 Feet E
ORV/Snowmobile
09 - Intersection related-othr
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
None
Hit and Run
School Bus
Relation to Roadway
Signal
LARRY PACK
Rear End
Traffic Control
44 - Lapeer
LOCATION
No. of Units
12:45
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Injury
Position
O
01
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
#################
Vehicle
Description
First Impact
01
First
Sequence of
Events
Vehicle Direction
Yes
W
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
TAN
Vehicle Type
2006
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Fourth
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
No
Blood
Second
Owner Information
NONE
Color
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
ICCMC
Endorsements
H
N
Vehicle Type
12 - Unable to stop
Hospital
Ambulance
TAURUS
Injury
01
##############################
FORD
1
F
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Test Results
Make
Extent of
Damage
Restraint
No
Urine
Carrier Information
Trapped
##############################
VIN
01
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
07/31/1990 (21)
Driver Information
WITNESS OWNERS
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Witness Information
Investigated
at Scene Yes ##/##/#### (##:##) #######################
Witness Information
(######)
Narrative
VEH 1 WAS STOPPED AT A RED LIGHT WHEN VEHICLE 2 STRUCK VEH 1
IN THE REAR. DRIVER TO VEH 2 STATED SHE WAS VERY TIRED AND
DROWSY AND DID NOT SEE VEH 1 IN TIME TO STOP.
####################### (######)
Diagram
36
Class #
Photos By
#########################
External #
Crash ID
#######
8322658
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
04/09/2012
No. of Units
15:10
Crash Type
02
Special Study
Prefix
Clear
Activity
Road Type
MILL
ST
Traffic Way
01
Road Type
MAIN
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
03
03
First
Sequence of
Events
Test Results
Urine
Vehicle Direction
Yes
S
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
1997
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
RED
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
00 - None
Owner Information
Ambulance
Color
Date of Birth (Age)
Vehicle Type
01
Hospital
Airbag Deployed
Second
Injury
F
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
CAVALIER
Driveable
Divided Roadway
##############################
CHEVROLET
2
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
01/25/1964 (48)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
03
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
30 Feet N
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
LOCATION
None
Hit and Run
School Bus
Relation to Roadway
44 - Lapeer
SHAWN PETERS
Other/Unknown
Traffic Control
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Driver Information
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
VA
#################
Vehicle
Description
First Impact
06
First
Sequence of
Events
01
Restraint
Test Results
Airbag Deployed
Ambulance
NONE
No
Blood
Yes
Other
0
Year
MAR
Passenger Car
Action Prior
01 - Private
Second
Vehicle Type
2002
Vehicle Use
E
Citation Issued
Hazardous
Test Results
Urine
RAM
Vehicle Direction
Hospital
Color
23 - Parked
Third
Fourth
Date of Birth (Age)
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
P
S
T
X
Medical Card
####################### (######)
VEHICLE 1 WAS STOPPED AT LIGHT WHEN VEHICLE 2 BACKED INTO HER
PASSENGERS DOOR. DRIVER OF VEHICLE 1 WAS CHECKED BY EMS
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
AND REFUSED MEDICAL TREATMENT SHE WENT POV.
ICCMC
Endorsements
H
N
Vehicle Type
01
##############################
DODGE
M
NONE
Model
Driveable
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
0
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
06
Ejected
Injury
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
06/15/1987 (24)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8362955
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
06/10/2012
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
MILL
ST
Traffic Way
01
Road Type
MAIN
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
04
04
First
Sequence of
Events
Test Results
Vehicle Direction
Yes
W
Ambulance
NONE
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
PLE
Vehicle Type
1997
Vehicle Use
Passenger Car
Action Prior
01 - Private
07 - Backing
Third
Fourth
Sex
(20)
Injury
O
M
Airbag Deployed
Airbag Deployed
Airbag Deployed
Airbag Deployed
Ambulance
Airbag Deployed
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
NONE
Trapped
NONE
Ejected
Sex
Date of Birth (Age)
Injury
Hospital
04
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
03
Ejected
Sex
Date of Birth (Age)
Injury
Position Restraint
Not Equipped
Date of Birth (Age)
Injury
TRUCK/BUS
03 - Failed to yield
Hospital
Airbag Deployed
Second
Owner Information
02
Color
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Vehicle Type
M
NONE
NEON
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Divided Roadway
##############################
DODGE
1
Restraint
Model
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
11/17/1993 (18)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
03
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
30 Feet S
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
None
Hit and Run
School Bus
Relation to Roadway
None
LARRY PACK
Angle
Traffic Control
44 - Lapeer
LOCATION
No. of Units
12:35
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Contact Name:
Contact Date:
Contact Time:
##############################
##/##/####
##:##
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
Yes
Date of Birth (Age)
MI #############
Driver Information
MV
Injury
Position
O
01
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
03
First
Sequence of
Events
Vehicle Direction
Yes
N
NONE
No
Blood
Other
0
Year
BLK
Vehicle Type
2003
Vehicle Use
Passenger Car
Action Prior
01 - Private
Second
Third
Fourth
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
ICCMC
Endorsements
H
N
P
S
T
X
Medical Card
VEHICLE 1 WAS BACKING OUT OF PRIVATE PARKING TO GO SOUTH
BOUND ON MILL ST. VEHICLE 1 BACKED ACROSS THE NORTH BOUND
LANE AND DID NOT SEE VEHICLE 2. VEHICLE 1 THEN COLLIDED WITH
VEHICLE 2 THAT WAS APPROACHING THE TRAFFIC LIGHT IN THE LEFT
TURN LANE ON MILL ST NEAR MAIN ST. OFFICER WITNESSED
####################### (######)
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
ACCIDENT.
Citation Issued
Hazardous
Test Results
Urine
Color
Date of Birth (Age)
Vehicle Type
00 - None
Hospital
Ambulance
SUBURBAN
01
##############################
CHEVROLET
1
M
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
03
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
12/09/1971 (40)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8437960
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
09/12/2012
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
MAIN
ST
Traffic Way
01
Road Type
PLEASANT
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
07
07
First
Sequence of
Events
Test Results
Urine
Vehicle Direction
Yes
S
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
1991
Vehicle Use
Passenger Car
Action Prior
01 - Private
02 - Turning left
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
BLU
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
08 - Improper lane use
Owner Information
Ambulance
Color
Date of Birth (Age)
Vehicle Type
01
Hospital
Airbag Deployed
Second
Injury
F
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
BONNEVILLE
Driveable
Divided Roadway
##############################
PONTIAC
2
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
C
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
09/07/1961 (51)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
03
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
50 Feet W
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
None
Hit and Run
School Bus
Relation to Roadway
None
LARRY PACK
Angle
Traffic Control
44 - Lapeer
LOCATION
No. of Units
15:02
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
Yes
Date of Birth (Age)
MI #############
Driver Information
MV
Injury
Position
O
01
##############################
##############################
EMMETT, MI 48022 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
01
First
Sequence of
Events
NONE
No
Blood
Yes
Vehicle Type
2006
Pickup truck
Action Prior
01 - Private
Second
Third
Fourth
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
ICCMC
Endorsements
H
N
P
S
T
X
USDOT
CDL Exempt
Farm
Other
Medical Card
Fourth
(######)
####################### (######)
VEHICLE 1 WAS WEST BOUND MAIN ST WHEN IT PULLED TOWARD THE
SHOULDER OF THE ST IN ORDER TO MAKE A LEFT HAND TURN AND
ANGLE PARK ON THE SOUTH SIDE OF MAIN ST. IN DOING SO VEHICLE 1
PULLED INTO THE PATH AND FAILED TO YEILD TO VEHICLE 2 CAUSING A
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
Narrative
COLLISION.
0
Year
Vehicle Use
Date of Birth (Age)
Vehicle Type
Other
GRY
W
Citation Issued
Hazardous
Test Results
Urine
Color
Vehicle Direction
00 - None
Hospital
Ambulance
F-150
01
##############################
FORD
2
M
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
01
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
09/24/1994 (17)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8444633
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
09/23/2012
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
ST
Traffic Way
10 Feet W
Intersecting Road
Road Type
S
MILL
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
01
01
First
Sequence of
Events
Test Results
E
Ambulance
NONE
No
Blood
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2001
Vehicle Use
Passenger Car
Action Prior
01 - Private
Third
Fourth
Sex
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
Airbag Deployed
Second
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
00 - None
Hospital
WHI
Vehicle Direction
Yes
Owner Information
01
Color
Date of Birth (Age)
Vehicle Type
F
NONE
4DR
Injury
Divided Roadway
##############################
CHEVROLET
1
Restraint
Model
Driveable
Divided Roadway
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
08/26/1994 (18)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
03
Access Control
Prefix
01
Total Lanes
Dry
Suffix
Distance
ORV/Snowmobile
Road Condition
Daylight
MAIN
Non-Traffic Area
Area
Light
Lane Closed
Road Name
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
None
Hit and Run
School Bus
Relation to Roadway
Signal
LARRY PACK
Rear End
Traffic Control
44 - Lapeer
LOCATION
No. of Units
10:55
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Open
Department Name
Crash Date
File Class 54001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
No
Date of Birth (Age)
Driver Information
Injury
Position
O
01
##############################
##############################
(###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
Ejected
Trapped
#################
Vehicle
Description
First Impact
Test Results
06
06
First
Sequence of
Events
Vehicle Direction
Yes
NONE
No
Blood
0
Year
Vehicle Type
BRO
Passenger Car
Vehicle Use
E
Other
Action Prior
01 - Private
Second
07 - Backing
Third
Fourth
Injury
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Injury
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
ICCMC
Endorsements
H
N
P
S
T
X
Medical Card
####################### (######)
Vehicle #1 Pulled out of the gas station and was stopped behind vehicle #2.
Vehicle #2 had stopped in the cross wallk and was told to back up by a subject in
the crosswalk . Vehicle #2 backed up and into vehicle #1. Vehicle #2 then left the
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
scene .
Citation Issued
Hazardous
Test Results
Urine
Color
Date of Birth (Age)
Vehicle Type
Hospital
Ambulance
EXPLORER
01
##############################
FORD
1
F
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
Endorsements
Cycle
Farm
Recreation
09
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
#############
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
#######
8588073
Page 01 of 01
Incident # ###########
ORI:
MI 4435600
03/12/2013
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
MAIN
ST
Traffic Way
01
Road Type
MILL
ST
Unit Type
MV
Yes
##############################
##############################
LAPEER, MI 48446 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
06
06
First
Sequence of
Events
Test Results
Urine
W
No
Blood
Injury
Injury
Sex
Airbag Deployed
Injury
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Airbag Deployed
Airbag Deployed
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Hospital
Trapped
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Contact Name:
Contact Date:
Contact Time:
##############################
##/##/####
##:##
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Vehicle Type
Passenger Car
Action Prior
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Vehicle Type
2006
Position Restraint
Ejected
Sex
Date of Birth (Age)
0
Year
Third
Date of Birth (Age)
Other
01 - Private
Date of Birth (Age)
Citation Issued
Hazardous
Test Results
Urine
Vehicle Use
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
21 - Other non-fixed object
Injury
Owner Information
Ambulance
Color
Date of Birth (Age)
00 - None
Hospital
Airbag Deployed
Second
01
RED
Vehicle Direction
Yes
Other noncollision
F
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
G6
Driveable
Divided Roadway
##############################
PONTIAC
1
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
06/17/1981 (31)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
03
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
10 Feet E
ORV/Snowmobile
Road Condition
Dark-Lighted
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
31 - Dryden
None
Hit and Run
School Bus
Relation to Roadway
Signal
LARRY PACK
Sideswipe-Opposite
Traffic Control
44 - Lapeer
LOCATION
No. of Units
20:20
City/Twsp
Reviewer
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
Driver Information
Injury
Position
O
01
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
Trapped
#################
Vehicle
Description
First Impact
Test Results
04
First
Sequence of
Events
NONE
No
Blood
Yes
0
Year
Vehicle Type
2000
Vehicle Use
Passenger Car
Action Prior
01 - Private
Second
07 - Backing
Third
Fourth
Date of Birth (Age)
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Sex
01/29/1973 (40)
Injury
O
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Airbag Deployed
O
O
07
Ejected
Sex
Hospital
04
NONE
Trapped
Ambulance
NONE
Position Restraint
F
Airbag Deployed
09
Ejected
Hospital
04
NONE
Trapped
Ambulance
Not Equipped
Sex
Airbag Deployed
Airbag Deployed
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
TRUCK/BUS
Airbag Deployed
NONE
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Ambulance
Not Equipped
Date of Birth (Age)
Injury
NONE
Trapped
Position Restraint
F
Airbag Deployed
Date of Birth (Age)
Injury
Hospital
04
NONE
(10)
Injury
Ejected
Sex
Date of Birth (Age)
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
03
No
02/26/2002 (11)
Injury
Position Restraint
F
Date of Birth (Age)
Carrier Information
Carrier Source
Owner Information
Owner Information
Witness Information
Witness Information
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Investigated
at Scene Yes ##/##/#### (##:##) #######################
P
S
T
X
Medical Card
####################### (######)
VEHICLE 1 WAS STOPPED AT THE LIGHT TO CONTINUE W/B ON MAIN ST.
VEHICLE 2 ATTEMPTED TO BACK OUT FROM ANGLE PARKING THE
WRONG WAY AND BACKED INTO VEHICLE 1 WHO WAS STOPPED AT THE
LIGHT. DRIVER OF VEHICLE 1 DID NOT WANT DRIVER OF VEHICLE 2
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
(######)
USDOT
CDL Exempt
Farm
Other
Fourth
Narrative
TICKETED DUE TO BEING A YOUNG DRIVER..
ICCMC
Endorsements
H
N
Vehicle Type
Other
SIL
E
Citation Issued
Hazardous
Test Results
Urine
Color
Vehicle Direction
Hospital
Ambulance
GRAND AM
04
##############################
PONTIAC
1
F
Airbag Deployed
Model
Driveable
Sex
NONE
Drugs
Yes
Test Type
Towed To/By
Urine
Make
Extent of
Damage
Restraint
No
##############################
VIN
04
Ejected
Endorsements
Cycle
Farm
Recreation
04
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
03/02/1996 (17)
WITNESS OWNERS
30
ID #
35
36
Class #
Cargo Spill
Photos By
#########################
External #
Crash ID
0106947
8929818
Page 01 of 01
Incident # 1043-14
ORI:
MI 4435600
04/04/2014
Crash Type
02
Prefix
Special Study
Fog/Smoke
Activity
Road Type
MAIN
ST
Traffic Way
01
Road Type
MILL
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
06
06
First
Sequence of
Events
Test Results
Urine
Vehicle Direction
Yes
S
Injury
No
Blood
Other
Year
Vehicle Type
2004
Vehicle Use
Passenger Car
Action Prior
01 - Private
07 - Backing
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
Citation Issued
Hazardous
Test Results
Urine
SIL
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
0
Date of Birth (Age)
13 - Other
Owner Information
Ambulance
Color
Date of Birth (Age)
Vehicle Type
01
Hospital
Airbag Deployed
Second
Injury
F
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
STA-WGN
Driveable
Divided Roadway
N/A
JEEP
1
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
##/##/#### (62)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
02
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
70 Feet E
ORV/Snowmobile
Road Condition
Daylight
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
07 - Dryden Twp
None
Hit and Run
School Bus
Relation to Roadway
None
LARRY PACK
Angle
Traffic Control
44 - Lapeer
LOCATION
No. of Units
10:45
City/Twsp
Reviewer
Dryden Township Police Department
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
Yes
Date of Birth (Age)
MI #############
##############################
##############################
WATERFORD, MI 48327 (###) ###-####
Driver Condition
1
2
3
Interlock
4
5
6
7
8
9
###########
MI
#################
Vehicle
Description
First Impact
04
First
Sequence of
Events
Test Results
Yes
Citation Issued
Hazardous
Test Results
Other
Urine
0
Year
Vehicle Type
2010
Vehicle Use
Van, motor home
Action Prior
01 - Private
Second
Third
Fourth
Date of Birth (Age)
Sex
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
TRUCK/BUS
No
Blood
Color
W
00 - None
NONE
WHI
Vehicle Direction
Owner Information
Ambulance
N/A
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
Vehicle Type
First
Second
Cargo Body Type
Third
##############################
##############################
###################################, ## #####-####
Fourth
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
Placard
(###) ###-####
Investigated
at Scene Yes 04/04/2014 (11:00) VICTOR CLEMENT (12)
Narrative
Unit 2 West Bound on Main St. preparing to stop at intersection Unit 1 was
Witness Information
Photos By
NONE
Diagram
MPSC
CDL Restrictions
28
29
Hazardous Material
Owner Information
Witness Information
backing up and backed into Unit 2.
ICCMC
Endorsements
H
N
01
Hospital
Airbag Deployed
VAN
Driveable
F
NONE
Model
CHEVY
1
Restraint
Sex
04
Drugs
Yes
Test Type
Towed To/By
Urine
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
04
Ejected
Injury
No
99
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
##/##/#### (25)
Driver Information
WITNESS OWNERS
Cargo Spill
30
ID #
35
36
Class #
External #
Crash ID
0107001
9082692
Page 01 of 01
Incident # 2346-14
ORI:
MI 4435600
10/15/2014
Crash Type
02
Prefix
Special Study
Clear
Activity
Road Type
MAIN
ST
Traffic Way
01
Road Type
MILL
ST
Unit Type
MV
Yes
##############################
##############################
DRYDEN, MI 48428 (###) ###-####
Interlock
4
5
6
7
8
9
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
###########
MI
#################
Vehicle
Description
First Impact
02
02
First
Sequence of
Events
Test Results
Urine
Vehicle Direction
Yes
E
Injury
No
Blood
Other
0
Year
CPR
Vehicle Type
2000
Small truck
Action Prior
02 - Turning left
Third
Sex
Airbag Deployed
Fourth
Airbag Deployed
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Injury
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
Fourth
ICCMC
Endorsements
H
N
Contact Name:
Contact Date:
Contact Time:
Citation Issued
Hazardous
Test Results
Urine
01 - Private
Date of Birth (Age)
Injury
TRUCK/BUS
NONE
Vehicle Use
Date of Birth (Age)
09 - Improper turn
Owner Information
Ambulance
Color
Date of Birth (Age)
Vehicle Type
01
Hospital
Airbag Deployed
Second
Injury
M
NONE
Drugs
Yes
Test Type
Towed To/By
Divided Roadway
Sex
04
MOUNTAINEER
Driveable
Divided Roadway
DRIVEN
MERCURY
2
Restraint
Model
Carrier Information
01
Endorsements
Cycle
Farm
Recreation
No
Make
Extent of
Damage
Position
O
Trapped
##############################
VIN
Location of
Greatest Damage
Ejected
Injury
No
99
Yes
License Type
Operator
Chauffer
Moped
##/##/#### (44)
Driver Information
Driver Condition
1
2
3
Posted
25
Suffix
Date of Birth (Age)
MI #############
Speed Limit
03
Access Control
Intersecting Road
Total Lanes
Dry
Suffix
40 Feet E
ORV/Snowmobile
Road Condition
Dark-Lighted
Road Name
Non-Traffic Area
Area
Light
Lane Closed
Distance
Prefix
Special Checks
Fatal
Deer
Fleeing Police
Weather
On Road
Type
07 - Dryden Twp
None
Hit and Run
School Bus
Relation to Roadway
None
LARRY PACK
Other/Unknown
Traffic Control
44 - Lapeer
LOCATION
No. of Units
20:59
City/Twsp
Reviewer
Dryden Township Police Department
Crash Time
County
PASSENGERS
Closed
Department Name
Crash Date
File Class 93001
OWNERS
MSP UD-10E
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
MPSC
CDL Restrictions
28
29
Hazardous Material
Placard
30
ID #
35
Cargo Spill
Owner Information
Damaged Property
Owner & Phone
36
Class #
Public
02
Unit Type
MV
No
Date of Birth (Age)
MI #############
Injury
##############################
##############################
IMLAY CITY, MI 48444 (###) ###-####
Driver Condition
1
2
3
5
6
7
8
9
###########
MI
#################
Vehicle
Description
First Impact
06
Ejected
06
First
Sequence of
Events
Vehicle Direction
Yes
No
Blood
Other
0
Year
SIL
Vehicle Type
2014
Vehicle Use
Pickup truck
Action Prior
01 - Private
23 - Parked
Third
Date of Birth (Age)
Sex
Airbag Deployed
Date of Birth (Age)
Fourth
Injury
Airbag Deployed
Airbag Deployed
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Date of Birth (Age)
Injury
Airbag Deployed
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Sex
Ambulance
Position Restraint
Ejected
Sex
Trapped
Position Restraint
Ejected
Sex
Hospital
Position Restraint
Ejected
Sex
Date of Birth (Age)
Position Restraint
Ejected
Sex
Date of Birth (Age)
Hospital
Trapped
Ambulance
Position Restraint
Ejected
Hospital
Trapped
Carrier Source
Driver's CDL Type
Ambulance
GVWR
First
Second
Cargo Body Type
Third
##############################
##############################
###################################, ## #####-####
ICCMC
Endorsements
H
N
Vehicle Type
Citation Issued
Hazardous
Test Results
Urine
Injury
TRUCK/BUS
NONE
Second
Owner Information
Ambulance
Color
N
00 - None
Hospital
Airbag Deployed
SILVERADO
Injury
00
DRIVEN
CHEVROLET
1
M
NONE
Model
Driveable
Sex
05
Drugs
Yes
Test Type
Towed To/By
Test Results
Make
Extent of
Damage
Restraint
No
Urine
Carrier Information
Trapped
##############################
VIN
Position
No
99
Endorsements
Cycle
Farm
Recreation
O
Interlock
4
Alcohol
Yes
No
Refused
Not offered
Test Type
Field
PBT
Breath
Blood
State
Location of
Greatest Damage
PASSENGERS
License Type
Operator
Chauffer
Moped
##/##/####
Driver Information
WITNESS OWNERS
Fourth
P
S
T
X
Medical Card
USDOT
CDL Exempt
Farm
Other
Owner Information
(###) ###-####
Investigated
at Scene Yes 10/15/2014 (20:59) MICHAEL SCIGEL (4)
Witness Information
Narrative
Vehicle 1 was turning E/B onto Main St. pulling a trailer. A car facing W/B on
Mains St in the turn lane was up close to the intersection and the driver of vehicle
1 was watching the trailer to clear the W/B facing vehicle as he was turning.
Vehicle 1 then struck vehicle 2 that was parked on the South side of Main St.
The Owner of vehicle 2 was inside of the store when this incident happened.
Diagram
CDL Restrictions
28
29
Hazardous Material
Placard
Witness Information
MPSC
Photos By
Cargo Spill
30
ID #
35
36
Class #
Appendix G
NHTSA Traffic Safety Facts - Pedestrians
Traffic Safety Facts
2013 Data
February 2015
DOT HS 812 124
Pedestrians
Key Findings
• In 2013, there were 4,735 pedestrians killed in traffic crashes – a
2-percent decrease from 4,818
pedestrian fatalities in 2012.
• On average, a pedestrian was
killed every 2 hours and injured
every 8 minutes in traffic crashes
in 2013.
• In 2013, pedestrian deaths
accounted for 14 percent of all
traffic fatalities in motor vehicle
traffic crashes.
• Twenty-six percent of pedestrian
fatalities occurred from 6 to 8:59
p.m in 2013.
• In 2013, one-fifth (21%) of the
children from birth to 14 years
old killed in traffic crashes were
pedestrians.
• More than two-thirds (69%) of
the pedestrians killed in traffic
crashes were males in 2013.
• Alcohol involvement—for the
driver and/or the pedestrian—was
reported in 49 percent of all fatal
pedestrian crashes in 2013.
• In 2013, 92 percent of the pedestrians were killed in traffic crashes
that involved a single vehicle.
• One-fifth of the pedestrians killed
in 2013 were struck in crashes
that involved hit-and-run drivers.
1200 New Jersey Avenue SE.
Washington, DC 20590
A pedestrian, as defined for this fact sheet, is any person on foot, walking, running, jogging, hiking,
sitting, or lying down who is involved in a motor vehicle traffic crash. A traffic crash is defined as an
incident that involved one or more motor vehicles where at least one vehicle was in transport and the
crash originated on a public traffic way, such as a road or highway. Crashes that occurred on private
property, including parking lots and driveways, are excluded.
In this fact sheet, the 2013 pedestrian information is presented in the following order.
■■ Overview
■■ Alcohol
■■ Environmental Characteristics
■■ Vehicle Type and Impact Point
■■ Time of Day and Day of Week
■■ Fatalities by State
■■ Age
■■ Fatalities by City
■■ Gender
■■ Important Safety Reminders
Overview
In 2013, there were 4,735 pedestrians killed (Table 1) and an estimated 66,000 injured (Table 2) in
traffic crashes in the United States. A total of 4,653 traffic crashes (Table 4) each had one or more
pedestrian fatalities. On average, a pedestrian was killed every 2 hours and injured every 8 minutes
in traffic crashes.
Table 1 presents a distribution of pedestrian fatalities as a percentage of total motor vehicle fatalities
in the last 10 years. The 4,735 pedestrian fatalities in 2013 were a 2-percent decrease from 4,818
pedestrian fatalities in 2012. In 2013, 14 percent of all traffic fatalities and an estimated 3 percent of
those injured in traffic crashes (Table 2) were pedestrians.
Table 1
Total Fatalities and Pedestrian Fatalities in Traffic Crashes, 2004–2013
Year
Total Fatalities
Pedestrian Fatalities
Percentage of Total Fatalities
2004
42,836
4,675
11%
2005
43,510
4,892
11%
2006
42,708
4,795
11%
2007
41,259
4,699
11%
2008
37,423
4,414
12%
2009
33,883
4,109
12%
2010
32,999
4,302
13%
2011
32,479
4,457
14%
2012
33,782
4,818
14%
2013
32,719
4,735
14%
Source: Fatality Analysis Reporting System (FARS) 2004-2012 Final File, 2013 Annual Report File (ARF).
NHTSA’s National Center for Statistics and Analysis
PEDESTRIANS | 2013 DATA
TRAFFIC SAFETY FACTS
Environmental Characteristics
• For the summer months (June to August), 34 percent of the
pedestrian fatalities occurred from 9 to 11:59 p.m., followed
by 14 percent from 12 to 2:59 a.m. and 6 to 8:59 p.m.
Figure 1 contains information on four environmental characteristics
(land use, pedestrian location, light condition, and time of day and
season) where/when pedestrian fatalities occurred in 2013:
■■
■■
■■
■■
• For the fall months (September to November), 31 percent of
the pedestrian fatalities occurred from 6 to 8:59 p.m., followed
by 19 percent from 9 to 11:59 p.m.
More occurred in urban areas (73%) than rural areas (27%).1
More occurred at non-intersections (69%) than at intersections
(20%) for pedestrian location (10% was other locations such
as parking lanes/zones, bicycle lanes, shoulders/roadsides,
sidewalks, medians/crossing islands, driveway accesses, shareduse paths/trails, non-trafficway areas, and other).
More occurred in the dark (72%) than in daylight (25%), dawn
(2%), and dusk (2%).
Time of day is divided into eight 3-hour time intervals starting at
midnight, and season is defined by months:
Time of Day and Day of Week
In Figure 2, time of day is divided into eight 3-hour time intervals
starting at midnight, and day of week is defined as weekday (6 a.m.
Monday to 5:59 p.m. Friday) and weekend (6 p.m. Friday to 5:59 a.m.
Monday). To summarize the 2013 pedestrian fatalities:
■■
• For the winter months (January, February, and the following
December), 34 percent of the pedestrian fatalities occurred
from 6 to 8:59 p.m., followed by 16 percent from 9 to 11:59
p.m., and 13 percent from 3 to 5:59 p.m.
• For the spring months (March to May), 25 percent of the
pedestrian fatalities occurred from 9 to 11:59 p.m., followed
by 22 percent from 6 to 8:59 p.m.
■■
■■
■■
The highest total percentage (26%) occurred from 6 to 8:59 p.m.,
followed by 23% from 9 to 11:59 p.m.
The lowest total percentage (5%) occurred from 9 to 11:59 a.m.,
followed by 6% from 12 to 2:59 p.m.
The highest weekday percentage (25%) occurred from 6 to
8:59 p.m., followed by 19% from 9 to 11:59 p.m.
The highest weekend percentage (28%) occurred from 6 to
8:59 p.m. and 9 to 11:59 p.m., followed by 17 percent from 12
to 2:59 a.m.
Figure 1
Percentage of Pedestrian Fatalities in Relation to Land Use, Pedestrian Location, Light Condition, and Time of Day and
Season, 2013
Land Use
Pedestrian Location
Other* 10%
Light Condition
Dawn 2%
Intersection
20%
Rural
27%
Daylight
25%
Urban
73%
Dark
72%
NonIntersection
69%
Time of Day and Season
Dec–Feb (Winter)
9%
Mar–May (Spring)
13%
Jun–Aug (Summer)
14%
Sep–Nov (Fall)
11%
Dusk 2%
9%
9%
9%
9%
12%
9%
5% 5% 13%
34%
6% 7% 9%
22%
8% 5% 6% 8%
14%
9%
6% 6% 10%
16%
25%
34%
31%
19%
12:00–2:59 a.m.
3:00–5:59 a.m.
6:00–8:59 a.m.
9:00–11:59 a.m.
12:00–2:59 p.m.
3:00–5:59 p.m.
6:00–8:59 p.m.
9:00–11:59 p.m.
Source: FARS 2013 ARF.
Note: Unknown values were removed before calculating percentages.
*Other includes parking lane/zone, bicycle lane, shoulder/roadside, sidewalk, median/crossing island, driveway access, shared-use path/trail, non-trafficway area, and other.
1
See the U.S. Census Bureau link to define urban and rural areas:
www.census.gov/geo/reference/ua/urban-rural-2010.html
2
1200 New Jersey Avenue SE., Washington, DC 20590
Age
Table 2 contains two sections; the first section contains the number
of pedestrians killed in 2013 by age group, and the second section
contains the estimated number of pedestrians injured in 2013 by age
group. For each age group, the percentage killed/injured is calculated
as: the total number of pedestrians killed/injured divided by the
total number of people killed/injured in motor vehicle crashes.
■■
■■
■■
In 2013:
■■
■■
■■
The average age of pedestrians killed in traffic crashes was 46.
The estimated average age of those injured in traffic crashes
was 36.
Over the past 10 years, the average age of those killed has
remained almost unchanged; the average estimated age of those
injured has steadily increased from 31 to 36.
■■
One-fifth (21%) of children 14 and younger killed in traffic
crashes were pedestrians.
An estimated 9 percent of children 10 to 14 years old (6,000 of
66,000 after rounding) were injured pedestrians – the highest
among the age categories.
Five percent of all pedestrian fatalities (236 of 4,735) and an
estimated 15 percent of all pedestrians injured (10,000 of 66,000
after rounding) were children 14 and younger.
Nineteen percent of all pedestrian fatalities (896 of 4,735) and an
estimated 10 percent of all pedestrians injured (7,000 of 66,000
after rounding) were people 65 and older.
Figure 2
Percentage of Pedestrian Fatalities, by Time of Day and Day of Week, 2013
8%
Midnight – 2:59 a.m.
8%
3 a.m. – 5:59 a.m.
10%
6 a.m. – 8:59 a.m.
9 a.m. – 11:59 a.m.
17%
12%
Noon – 2:59 p.m.
3 p.m. – 5:59 p.m.
3%
Day of Week:
Weekday
Weekend
Total
13%
3%
2%
12%
9%
7%
5%
7%
6%
5%
14%
10%
25%
6 p.m. – 8:59 p.m.
26%
19%
9 p.m. – 11:59 p.m.
28%
23%
*Note: Weekday: 6 a.m. Monday to 5:59 p.m. Friday; Weekend: 6 p.m. Friday to 5:59 a.m. Monday
28%
3
Table 2
Total Killed/Injured in Traffic Crashes and Pedestrians
Killed/Injured, by Age Group, 2013
Age Group
(Years)
0-4
5–9
10–14
Children (≤ 14)
15-19
20-24
25–29
30–34
35–39
40–44
45–49
50–54
55–59
60–64
65–69
70–74
75–79
80+
Seniors (65+)
Total*
Age Group
(Years)
0-4
5–9
10–14
Children (≤ 14)
15-19
20-24
25–29
30–34
35–39
40–44
45–49
50–54
55–59
60–64
65–69
70–74
75–79
80+
Seniors (65+)
Total
Total Killed
396
342
411
1,149
2,314
4,131
3,198
2,540
2,129
2,246
2,405
2,543
2,445
1,890
1,556
1,184
1,040
1,891
5,671
32,719
Total Injured
47,000
59,000
66,000
172,000
235,000
327,000
240,000
199,000
173,000
156,000
161,000
171,000
138,000
118,000
79,000
53,000
38,000
52,000
222,000
2,313,000
Pedestrians
Killed
95
75
66
236
208
377
350
329
285
351
422
471
440
336
244
183
185
284
896
4,735
Pedestrians
Injured
1,000
3,000
6,000
10,000
6,000
9,000
7,000
4,000
4,000
4,000
5,000
4,000
3,000
4,000
2,000
2,000
1,000
2,000
7,000
66,000
Percentage of
Total Killed
24%
22%
16%
21%
9%
9%
11%
13%
13%
16%
18%
19%
18%
18%
16%
15%
18%
15%
16%
14%
Percentage of
Total Injured†
3%
5%
9%
6%
2%
3%
3%
2%
2%
2%
3%
3%
2%
3%
2%
4%
3%
4%
3%
3%
Gender
Table 3 contains two sections; the first section contains the number
of pedestrians killed in 2013 by gender and age group, and the second
section contains the estimated number of pedestrians injured in
2013 by gender and age group. For each gender and overall total by
age group, the fatality/injury rate is calculated.
In 2013:
■■
■■
■■
■■
■■
■■
■■
More than two-thirds (3,247 of 4,735 or 69%) of the pedestrians
killed in traffic crashes were males.
The total male pedestrian fatality rate per 100,000 population was
2.09, which is more than double the rate for females (0.92 per
100,000 population).
The total male pedestrian injury rate per 100,000 population was
24, compared with 18 for females.
Starting at 40 and older, the total fatality rates were higher than
they were in the younger age groups.
The total fatality rate for pedestrians 65 and older was 2.00 per
100,000 population. In 2013, people 65 and older made up
14 percent of the country’s population.
The highest four total pedestrian injury rates by age group were
20-24, 25-29, 10-14, and 15-19 (40, 30, 29, and 27 per 100,000
population, respectively).
The female injury rates by age group for 25-29, 45-49, 35-39, and
55-59 (33, 26, 23, and 17 per 100,000 population, respectively)
were higher than the male injury rates (28, 16, 19, and 12 per
100,000 population, respectively).
Sources: FARS 2013 ARF and National Automotive Sampling System (NASS) General
Estimates System (GES) 2013.
*Fatality totals include 58 total fatalities and 34 pedestrian fatalities of unknown age.
†
Percentages of total injured were calculated using total injured and pedestrians
injured estimates before rounding.
Note: Injured totals may not equal sum of components due to independent rounding.
4
Table 3
Pedestrians Killed/Injured in Traffic Crashes and Fatality/Injury Rates, by Age and Gender, 2013
Age (Years)
0-4
5-9
10-14
Children (≤14)
15-19
20-24
25-29
30-34
35-39
40-44
45-49
50-54
55-59
60-64
65-69
70-74
75-79
80+
Seniors (65+)
Total1
Age (Years)
0-4
5-9
10-14
Children (≤14)
15-19
20-24
25-29
30-34
35-39
40-44
45-49
50-54
55-59
60-64
65-69
70-74
75-79
80+
Seniors (65+)
Total2
Killed
56
50
33
139
136
265
253
238
210
245
312
336
312
233
164
112
109
159
544
3,247
Male
Population
(thousands)
10,152
10,509
10,553
31,214
10,846
11,679
10,960
10,682
9,785
10,360
10,498
11,071
10,282
8,674
6,913
4,884
3,390
4,412
19,600
155,652
Injured
1,000
2,000
3,000
6,000
3,000
6,000
3,000
3,000
2,000
2,000
2,000
3,000
1,000
2,000
1,000
1,000
1,000
1,000
4,000
37,000
Male
Population
(thousands) Injury Rate*†
10,152
10
10,509
17
10,553
32
31,214
20
10,846
32
11,679
54
10,960
28
10,682
28
9,785
19
10,360
21
10,498
16
11,071
23
10,282
12
8,674
21
6,913
12
4,884
27
3,390
21
4,412
19
19,600
19
155,652
24
Fatality
Rate*
0.55
0.48
0.31
0.45
1.25
2.27
2.31
2.23
2.15
2.36
2.97
3.03
3.03
2.69
2.37
2.29
3.22
3.60
2.78
2.09
Killed
39
25
33
97
72
112
96
91
75
105
110
134
128
103
80
71
76
125
352
1,482
Female
Population
(thousands)
9,716
10,062
10,098
29,875
10,313
11,116
10,620
10,583
9,819
10,489
10,710
11,488
10,912
9,448
7,696
5,724
4,288
7,397
25,104
160,477
Injured
<500
1,000
3,000
4,000
2,000
3,000
4,000
1,000
2,000
2,000
3,000
2,000
2,000
2,000
1,000
1,000
1,000
1,000
3,000
29,000
Female
Population
9,716
**
10,062
10
10,098
25
29,875
13
10,313
22
11,116
24
10,620
33
10,583
12
9,819
23
10,489
14
10,710
26
11,488
16
10,912
17
9,448
20
7,696
11
5,724
13
4,288
12
7,397
15
25,104
13
160,477
18
Fatality
Rate*
0.40
0.25
0.33
0.32
0.70
1.01
0.90
0.86
0.76
1.00
1.03
1.17
1.17
1.09
1.04
1.24
1.77
1.69
1.40
0.92
Killed
95
75
66
236
208
377
350
329
285
351
422
471
440
336
244
183
185
284
896
4,735
Total
Population
(thousands)
19,868
20,571
20,650
61,089
21,159
22,795
21,580
21,264
19,604
20,849
21,208
22,559
21,194
18,122
14,609
10,608
7,678
11,809
44,704
316,129
Injured
1,000
3,000
6,000
10,000
6,000
9,000
7,000
4,000
4,000
4,000
5,000
4,000
3,000
4,000
2,000
2,000
1,000
2,000
7,000
66,000
Total
Population
19,868
6
20,571
14
20,650
29
61,089
17
21,159
27
22,795
40
21,580
30
21,264
20
19,604
21
20,849
18
21,208
21
22,559
19
21,194
15
18,122
21
14,609
11
10,608
19
7,678
16
11,809
16
44,704
15
316,129
21
Sources: FARS 2013 ARF, NASS GES 2013, and Population – Bureau of the Census.
* Rate per 100,000 population.
** If less than 500 injured, injury rate is not shown.
†
Injury rates were calculated using injured estimates before rounding.
1
Fatality totals include 34 fatalities – 31 fatalities of unknown age (24 males and 7 females) and 3 fatalities of unknown age and gender.
2
Injured totals may not equal sum of components due to independent rounding.
5
Fatality
Rate*
0.48
0.36
0.32
0.39
0.98
1.65
1.62
1.55
1.45
1.68
1.99
2.09
2.08
1.85
1.67
1.73
2.41
2.40
2.00
1.50
Alcohol
Alcohol involvement—for the driver and/or the pedestrian—
was reported in 49 percent of the traffic crashes that resulted in
pedestrian fatalities in 2013. Alcohol involvement is defined as
whether alcohol was consumed by the driver and/or the pedestrian
prior to the crash; the presence of alcohol may or may not be the
contributing cause of the crash.
or survived. If more than one pedestrian was killed in a crash, the
pedestrian with the highest blood alcohol concentration (BAC) was
used. If more than one driver was involved in a crash, the driver with
the highest BAC was used.
■■
Table 4 provides the estimated crash-level statistics of alcohol
involvement for both pedestrians killed and involved drivers killed
■■
An estimated 34 percent of fatal pedestrian crashes each had a
pedestrian with a BAC of .08 grams per deciliter (g/dL) or higher.
An estimated 15 percent of fatal pedestrian crashes had drivers
with BACs of .08 g/dL or higher.
Table 4
Alcohol Involvement in Crashes That Resulted in Pedestrian Fatalities, 2013
Driver, BAC=.00
Driver, BAC=.01–.07
Driver, BAC=.08+
Total
Number
Percent
Number
Percent
Number
Percent
Number
Percent
2,391
51%
95
2%
391
8%
2,878
62%
Pedestrian, BAC=.00
Pedestrian, BAC=.01–.07
148
3%
8
0%
30
1%
187
4%
Pedestrian, BAC .08+
1,229
26%
80
2%
279
6%
1,589
34%
Total*
3,769
81%
183
4%
701
15%
4,653
100%
*Note: The alcohol levels in this table were determined using the alcohol levels of the pedestrians killed and the involved drivers (killed or survived).
Table 5 provides the estimated person-level statistics of alcohol
involvement for pedestrians killed by age groups in 2004 and 2013:
■■
■■
An estimated 36 percent of pedestrians killed had BACs of
.08 g/dL or higher in 2004 and 2013.
Pedestrians 45 to 54 years old who were killed had BACs of
.08 g/dL or higher at an estimated 49 percent in 2013; pedestrians
25 to 34 years old were close at an estimated 48 percent.
Table 5
Alcohol Involvement for Pedestrians Killed in Traffic Crashes, by Age, 2004 and 2013
2004
Age
(Years)
Number of
Fatalities
% With
BAC = .00
% With
BAC =
.01–.07
2013
% With
BAC = .08+
% With
BAC = .01+
Number of
Fatalities
% With
BAC = .00
% With
BAC =
.01–.07
% With
BAC = .08+
% With
BAC = .01+
16–20
269
67
6
27
33
234
76
3
22
24
21–24
278
42
7
51
58
320
50
5
45
50
25–34
599
45
6
49
55
679
48
4
48
52
35–44
781
46
4
51
54
636
52
5
43
48
45–54
855
49
5
46
51
893
46
5
49
54
55–64
504
66
5
30
34
776
62
5
33
38
65–74
385
82
4
15
18
427
82
4
14
18
75–84
417
91
4
6
9
328
92
4
5
8
85 +
149
95
3
2
5
141
96
1
3
4
Total
4,237
59
5
36
41
4,434
60
4
36
40
*Excluding pedestrians under 16 years old and pedestrians of unknown age.
6
Vehicle Type and Impact Point
Table 6 presents the number of pedestrians killed by vehicle type
and location of vehicle where pedestrians were struck in singlevehicle crashes. In 2013:
■■
■■
Passenger cars and light trucks (including SUVs, pickups, and
vans) had the highest percentages of front impacts than other
vehicles (such as large trucks or buses).
■■ Large trucks and buses had the highest percentage of right side
and rear impacts.
One-fifth of the pedestrians killed in 2013 were struck in single or
multi-vehicle crashes that involved hit-and-run drivers.
■■
Ninety-two percent (4,266) of the pedestrians were each killed
in a motor vehicle traffic crash that involved a single vehicle; 8
percent (387) were killed in multi-vehicle crashes.
Pedestrians were more likely to be struck by the front of the
vehicle than the rear, right, or left side.
Table 6
Pedestrians Killed in Single-Vehicle Crashes, by Vehicle Type Involved, 2013
Initial Point of Impact on Vehicle
Front
Vehicle Type
Right Side
Left Side
Rear
Other/Unknown
Total
Number
Percent
Number
Percent
Number
Percent
Number
Percent
Number
Percent
Number
Percent
Passenger Car
1,571
90.7%
35
2.0%
18
1.0%
22
1.3%
87
5.0%
1,733
100.0%
Light Trucks*
1,563
88.7%
51
2.9%
29
1.6%
37
2.1%
83
4.7%
1,763
100.0%
–SUV
640
89.0%
19
2.6%
9
1.3%
13
1.8%
38
5.3%
719
100.0%
–Pickup
671
88.3%
26
3.4%
15
2.0%
15
2.0%
33
4.3%
760
100.0%
–Vans
238
89.1%
6
2.2%
5
1.9%
9
3.4%
9
3.4%
267
100.0%
Large Truck
201
71.0%
19
6.7%
11
3.9%
21
7.4%
31
11.0%
283
100.0%
44
68.8%
6
9.4%
3
4.7%
4
6.3%
7
10.9%
64
100.0%
231
54.6%
7
1.7%
2
0.5%
-
-
183
43.3%
423
100.0%
3,610
84.6%
118
2.8%
63
1.5%
84
2.0%
391
9.2%
4,266
100.0%
Bus
Other/Unknown Vehicle
Total
* Light truck totals include other/unknown light trucks.
Fatalities by State
For each State (including the District of Columbia) in 2013,
Table 7 presents the resident population total, total traffic fatalities,
pedestrian fatalities, percentage of pedestrian fatalities of total
traffic fatalities, and proportion of pedestrian fatalities per 100,000
population. Included also in Table 7 is Puerto Rico, which is not
included in the overall U.S. total. In 2013:
■■
The total motor vehicle traffic fatalities ranged from 20 (District
of Columbia) to 3,382 (Texas).
■■
■■
■■
Pedestrian fatalities were highest in California (701), followed by
Florida (501) and Texas (480).
The individual State percentages of pedestrian fatalities by total
traffic fatalities ranged from a low of 0.7 percent (North Dakota)
to a high of 45.0 percent (District of Columbia), compared to the
national average of 14.5 percent.
The highest State pedestrian fatality rate per 100,000 population
was in Delaware (2.70), followed by Florida (2.56).
7
Table 7
Motor Vehicle Traffic Crash Fatalities, Pedestrian Traffic Fatalities, and Fatality Rates, by State, 2013
State
Alabama
Alaska
Arizona
Arkansas
California
Colorado
Connecticut
Delaware
Dist of Columbia
Florida
Georgia
Hawaii
Idaho
Illinois
Indiana
Iowa
Kansas
Kentucky
Louisiana
Maine
Maryland
Massachusetts
Michigan
Minnesota
Mississippi
Missouri
Montana
Nebraska
Nevada
New Hampshire
New Jersey
New Mexico
New York
North Carolina
North Dakota
Ohio
Oklahoma
Oregon
Pennsylvania
Rhode Island
South Carolina
South Dakota
Tennessee
Texas
Utah
Vermont
Virginia
Washington
West Virginia
Wisconsin
Wyoming
U.S. Total
Puerto Rico
Resident Population
4,833,722
735,132
6,626,624
2,959,373
38,332,521
5,268,367
3,596,080
925,749
646,449
19,552,860
9,992,167
1,404,054
1,612,136
12,882,135
6,570,902
3,090,416
2,893,957
4,395,295
4,625,470
1,328,302
5,928,814
6,692,824
9,895,622
5,420,380
2,991,207
6,044,171
1,015,165
1,868,516
2,790,136
1,323,459
8,899,339
2,085,287
19,651,127
9,848,060
723,393
11,570,808
3,850,568
3,930,065
12,773,801
1,051,511
4,774,839
844,877
6,495,978
26,448,193
2,900,872
626,630
8,260,405
6,971,406
1,854,304
5,742,713
582,658
316,128,839
3,615,086
Total Traffic Fatalities
852
51
849
483
3,000
481
276
99
20
2,407
1,179
102
214
991
783
317
350
638
703
145
465
326
947
387
613
757
229
211
262
135
542
310
1,199
1,289
148
989
678
313
1,208
65
767
135
995
3,382
220
69
740
436
332
543
87
32,719
344
Pedestrian Fatalities
59
6
151
45
701
50
36
25
9
501
176
23
14
125
77
20
25
55
97
11
108
68
148
32
53
73
24
12
65
12
129
49
335
173
1
85
58
48
147
14
100
9
80
480
28
5
75
49
28
37
4
4,735
87
Percentage of
Total Traffic Fatalities
6.9%
11.8%
17.8%
9.3%
23.4%
10.4%
13.0%
25.3%
45.0%
20.8%
14.9%
22.5%
6.5%
12.6%
9.8%
6.3%
7.1%
8.6%
13.8%
7.6%
23.2%
20.9%
15.6%
8.3%
8.6%
9.6%
10.5%
5.7%
24.8%
8.9%
23.8%
15.8%
27.9%
13.4%
0.7%
8.6%
8.6%
15.3%
12.2%
21.5%
13.0%
6.7%
8.0%
14.2%
12.7%
7.2%
10.1%
11.2%
8.4%
6.8%
4.6%
14.5%
25.3%
Pedestrian Fatalities per
100,000 Population
1.22
0.82
2.28
1.52
1.83
0.95
1.00
2.70
1.39
2.56
1.76
1.64
0.87
0.97
1.17
0.65
0.86
1.25
2.10
0.83
1.82
1.02
1.50
0.59
1.77
1.21
2.36
0.64
2.33
0.91
1.45
2.35
1.70
1.76
0.14
0.73
1.51
1.22
1.15
1.33
2.09
1.07
1.23
1.81
0.97
0.80
0.91
0.70
1.51
0.64
0.69
1.50
2.41
Sources: FARS 2013 ARF, and Population – Bureau of the Census.
8
Fatalities by City
The pedestrian fatality rates of major cities were generally higher
than the national average of 1.50 per 100,000 population in 2013
with a few exceptions. For each city with a population of 500,000
or greater in 2013, Table 8 contains the resident population total,
total traffic fatalities, pedestrian fatalities, percentage of pedestrian
fatalities of total traffic fatalities, and fatality rates per 100,000
population for total killed and pedestrians killed. Detroit had the
highest pedestrian fatality rate per 100,000 population (6.10),
followed by Jacksonville (3.92), Memphis (3.83), Tuscon (3.61),
Phoenix (3.44), and Dallas (3.02).
Table 8
People Killed, Pedestrians Killed, Population, and Fatality Rates in Cities With Populations of 500,000 or Greater, 2013
City
Resident
Population
Total Traffic
Fatalities
Pedestrian
Fatalities
Percentage of
Total Traffic
Fatalities
Fatality Rate per
100,000 Population
Total
Pedestrian
New York City, NY
8,344,397
293
178
60.8%
3.49
2.12
Los Angeles, CA
3,852,782
227
76
33.5%
5.84
1.96
Chicago, IL
2,712,920
131
27
20.6%
4.82
0.99
Houston, TX
2,160,712
190
43
22.6%
8.65
1.96
Philadelphia, PA
1,548,647
89
36
40.4%
5.73
2.32
Phoenix, AZ
1,488,524
176
52
29.5%
11.63
3.44
San Antonio, TX
1,383,641
168
42
25.0%
11.92
2.98
San Diego, CA
1,337,029
82
30
36.6%
6.05
2.21
Dallas, TX
1,241,700
141
38
27.0%
11.21
3.02
San Jose, CA
982,579
52
21
40.4%
5.21
2.10
Austin, TX
864,407
71
21
29.6%
8.02
2.37
Indianapolis, IN
834,843
77
20
26.0%
9.13
2.37
Jacksonville, FL
836,608
126
33
26.2%
14.95
3.92
San Francisco, CA
827,420
33
18
54.5%
3.94
2.15
Columbus, OH
810,103
33
7
21.2%
4.01
0.85
Charlotte, NC
774,442
65
11
16.9%
8.20
1.39
Fort Worth, TX
778,084
69
15
21.7%
8.70
1.89
Detroit, MI
698,582
114
42
36.8%
16.55
6.10
El Paso, TX
674,124
49
11
22.4%
7.27
1.63
Memphis, TN
654,556
91
25
27.5%
13.93
3.83
Seattle, WA
634,635
30
11
36.7%
4.60
1.69
Denver, CO
634,542
40
14
35.0%
6.16
2.16
Washington, DC
633,427
20
9
45.0%
3.09
1.39
Boston, MA
637,845
16
7
43.8%
2.48
1.08
Nashville-Davidson, TN
624,993
65
11
16.9%
10.24
1.73
Baltimore, MD
622,417
31
15
48.4%
4.98
2.41
Oklahoma City, OK
599,679
77
16
20.8%
12.61
2.62
Louisville/Jefferson County, KY
604,990
80
16
20.0%
13.12
2.62
Portland, OR
603,026
36
11
30.6%
5.91
1.80
Las Vegas, NV
596,178
31
9
29.0%
5.14
1.49
Milwaukee, WI
598,402
31
6
19.4%
5.17
1.00
Albuquerque, NM
554,621
42
16
38.1%
7.55
2.88
Tucson, AZ
524,801
46
19
41.3%
8.74
3.61
Fresno, CA
505,736
25
11
44.0%
4.90
2.16
Sources: FARS 2013 ARF and Population – Bureau of the Census.
9
Important Safety Reminders
For Pedestrians:
■■
■■
■■
■■
■■
■■
■■
For Drivers:
Walk on a sidewalk or path when one is available.
If no sidewalk or path is available, walk on the shoulder, facing
traffic. Stay alert; don’t be distracted by electronic devices, including
smart phones, MP3 players, and other devices that take your eyes
(and ears) off the road.
Be cautious night and day when sharing the road with vehicles.
Never assume a driver sees you (he or she could be distracted, under
the influence of alcohol and/or drugs, or just not see you). Make eye
contact with drivers as they approach.
Be predictable. Cross streets at crosswalks or intersections when
possible. This is where drivers expect pedestrians.
If a crosswalk or intersection is not available, locate a well-lit area,
wait for a gap in traffic that allows you enough time to cross safely,
and continue to watch for traffic as you cross.
■■
■■
■■
■■
Look for pedestrians everywhere. Pedestrians may not be walking
where they should be or may be hard to see—especially in poor lit
conditions, including dusk/dawn/night and poor weather.
Always stop for pedestrians in the crosswalk or where pedestrian
crosswalk signs are posted.
Never pass vehicles stopped at a crosswalk. They may be stopped to
allow pedestrians to cross the street.
Slowdown and look for pedestrians. Be prepared to stop when
turning or otherwise entering a crosswalk.
■■
Never drive under the influence of alcohol and/or drugs.
■■
Follow the speed limit; slow down around pedestrians.
■■
Stay focused and slow down where children may be present, like
school zones and neighborhoods.
Be visible. Wear bright clothing during the day, and wear reflective
materials or use a flash light at night.
Avoid alcohol and drugs when walking; they impair your judgment
and coordination.
— NHTSA’s Safety Countermeasures Division
The suggested APA formation citation for this document is:
National Center for Statistics and Analysis. (2015, February). Pedestrians:
2013 data. (Traffic Safety Facts. Report No. DOT HS 812 124).
Washington, DC: National Highway Traffic Safety Administration.
For more information:
Information on traffic fatalities is available from the National Center for Statistics and Analysis
(NCSA), NVS-424, 1200 New Jersey Avenue SE., Washington, DC 20590. NCSA can be contacted at
800-934-8517 or by e-mail at [email protected]. General information on highway traffic safety can be
found at www.nhtsa.gov/NCSA. To report a safety-related problem or to inquire about motor vehicle
safety information, contact the Vehicle Safety Hotline at 888-327-4236.
Other fact sheets available from the National Center for Statistics and Analysis are Alcohol-Impaired
Driving, Bicyclists and Other Cyclists, Children, Large Trucks, Motorcycles, Occupant Protection,
Older Population, Overview, Passenger Vehicles, Race and Ethnicity, Rural/Urban Comparisons,
School Transportation-Related Crashes, Speeding, State Alcohol Estimates, State Traffic Data, and
Young Drivers. Detailed data on motor vehicle traffic crashes are published annually in Traffic Safety
Facts: A Compilation of Motor Vehicle Crash Data from the Fatality Analysis Reporting System and
the General Estimates System. The fact sheets and annual Traffic Safety Facts reports can be found at
www-nrd.nhtsa.dot.gov/CATS/index.aspx.
11358-051515-v6
10

Submittal Document II.G. D-bar-A Project, Traffic Impact Study

Transcription

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