HomeMy WebLinkAboutMiscellaneous APPLICANT 6/30/2010
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TRAFFIC IMPACT ANALYSIS
FOR
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JACKSON'S FOOD STORE #112
REMODEL
Springfield, Oregon
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June 16, 2010
Prepared For:
Ronald E. Thienes, Architect
P.O. Box 25
Walterville, Oregon 97489
Prepared By:
BRANCH ENGINEERING, INC.
310 Fifth Street
Springfield, Oregon 97477
Phone (541) 746-0637
Fax (541) 746-0389
Project NO.1 0-057
Date Received:
JUN 30 2010
. inal Submittal
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TRAFFIC IMPACT ANALYSIS
FOR
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JACKSON'S FOOD STORE #112
REMODEL
Springfield, Oregon
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June 16, 2010
Prepared By:
EXPIRES: JUNE 30, 2011
BRANCH ENGINEERING, INC.
310 Fifth Street
Springfield, Oregon 97477
Phone (541) 746-0637
Fax (541) 746-0389
Project No.1 0-057
Date Received:
JUN 3 ,0 2010
Original Submittal
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TABLE OF CONTENTS
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1. EXECUTIVE SUMMARy...................................................................... 1
2. INTRODUCTION .................................................................................. 2
3. EXISTING CONDITIONS ..................................................................... 3
Project Site .............................. .............. ............... ....................... 3
Roadway Network........................................... ....... ................ ......... 3
Intersections................................................................................... 3
Transit Facilities............ ............................................... ................ 4
Existing Traffic Conditions ............... ................................... 7
Crash Analysis................................................................................ 3
.
4. SITE GENERATED TRAFFiC.............................................................. 8
Trip Generation................................................................................ 8
Site Usage and Mode Selection ..................................................... 9
Pass-By and Diverted Linked Trips................................................ 11
Trip Distribution and Assignment. ................... ................ ........... 15
System Development Charges ....................... ............................. 18
5. OPERATIONAL ANALYSIS .............................................................. 19
Intersection Queues................................................... ................... 19
Turning Movements at Gateway Street ......................... ...19
6. FUTURE CONDITIONS...................................................................... 23
7. RECOMMENDATIONS AND CONCLUSION .................................... 24
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Date Received:
JUN 39 2010
Original Submittal
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LIST OF FIGURES
1- -
Figure 1:
Figure 2:
Figure 3:
Figure 4:
Figure 5:
Figure 6:
,,- . . -......1.'......;"";.; - ~ - . . -' .i 1
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Vicinity Map.... .....................................................................2
Existing Year 2010 Traffic Volumes....................................... 7
Sources of Diverted Linked Trips......................................... 12
Project Site Primary Trip Origin Features.. ............. ...14
Potential New Site Generated 'Build' Traffic......... ........16
Year 2010 'Build' Traffic Volumes.. ..................................... 17
LIST OF TABLES
Table 1:
Table 2:
Table 3:
Table 4:
Table 5:
Table 6:
""-
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Roadway Network.......... .................... .................................3
Crash Analysis Summary................................ .......................6
Trip Generation............................ ........................................... 9
Site Usage ...............................................,. .......................... 10
Pass-By and Diverted Linked Trips................. ................. 12
Intersection Queues...................................... ....................... 19
LIST OF APPENDICES
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Appendix A: City of Springfield Traffic Impact Analysis Scoping Checklist
Appendix B: Site Plan
Appendix C: Traffic Count Summaries
Appendix D: City of Springfield Crash Data
Appendix E: ITE Trip Generation Data
Appendix F: Excel Inputs and Outputs for Queue Analysis
Date Received:
JUN 3 0 2010
Original Submittal
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 1 OF 24
1.
EXECUTIVE SUMMARY
Description
_ The subject property is located at the southeast corner of the intersection of Kruse Way and Gateway
Street in Springfield, Oregon. The site is identified as Tax Lot 901 on Assessor's Map 17-03-22-20.
Currently the site utilizes two-thirds (67%) of the 1.00 acre tax lot as a gas station with convenience
store. The existing site has eight vehicle fueling stations and a 1,260 square foot convenience store. The
remaining third (33%) of the tax lot is currently vacant undeveloped property. The owner of the site is
proposing to utilize the remaining undeveloped property to accommodate an expansion of the current
convenience store building footprint from the existing square footage of gross floor area to 3,500 square
feet of gross floor area. The increased floor area includes upgrades such as ADA accessible restrooms, a
staff office/break room, and increased shelf area. The number of vehicle fueling stations would remain
unchanged at eight. The focus of this study is to analyze the operation of existing and proposed traffic
ingress and egress at the site driveways and local area street network to assure any additional vehicle
trips would not compromise driver safety. This study complies with the City of Springfield Standard
Operating Policies and Procedures (S.O.P.P) for Traffic Impact Studies and a scope of work which
supersedes at least a portion of the information contained therein.
Traffic Operations
Traffic operations were evaluated for the proposed development scenario during the AM and PM peak
hour. The proposed development could generate new vehicle trips during the AM and PM peak hours on
the local public roadway system. The potential trips generated by additional convenience store gross
floor area were distributed to the local area street network using existing traffic patterns. Intersection
crash data were analyzed for Gateway Street at Kruse Way. A segment of Gateway Street from Kruse
Way to 200 feet south of the site driveway on Gateway Street was also analyzed for safety.
Results
In summary, the proposed development will not significantly decrease the level of safety or adversely
impact the operations of the analyzed transportation facilities. No mitigation is necessary to improve the
operational safety due to potential increases in traffic generated by the proposed development.
t,
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Date Received:
JUN 30 2010
OriginalSubmitlal
i@i Branch !:ngineering. Inc.
June 16. 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 2 OF 24
2.
INTRODUCTION
Branch Engineering Inc. has been retained by Jackson's Food Stores to evaluate potential traffic impacts
associated with the proposed development. This report strives to meet the City of Springfield traffic
impact analysis requirements as presented in the scoping checklist dated April 24, 2010 (see Appendix
A). Included in the analysis is a summary of existing and proposed transportation infrastructure,
documentation of observed traffic volumes, projected post development 'Build' traffic volumes, and
intersection operational evaluation for the relevant intersections.
The following is a list of scenarios analyzed in this report:
.:. Year2010 'Existing' Traffic Volumes for AM and PM Peak Hours.
.:. Year 2010 'Build' Traffic Volumes for AM and PM Peak Hours.
Figure I illustrates the location of the proposed development.
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FIGURE 1: Vicinity Map
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JUN 3 .0 2010
Date Received:
1@ Branch Engineering, Inc.
Origin..l Subllj\1j1'M 16, L018
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 3 OF 24
3.
EXISTING CONDITIONS
Project Site
The existing project site shares a driveway on the west Gateway Street frontage with a Super 8 Hotel
which ha~ 71 rooms. The site also has a driveway on the north frontage 'at Kruse Way. The site consists
of eight vehicle fueling stations, a 989 square foot convenience store and a separate extemal271 square
foot restroom and storage facility for a total of 1 ,260 square feet. There are ten parking spaces at the
convenience store, including one ADA compliant space, which complies with the current City of
Springfield development code.
The remodeling of the convenience store to 3500 gross square feet will include an employee break
room/office, storage and indoor customer ADA compliant restrooms. It will also include 17 total parking
spaces, including one (1) ADA compliant parking space, which is in compliance with City of
Springfield Development Code. A site plan is included in Appendix B.
Roadway Network
The relevant roadways for this study are Kruse Way, and Gateway Street. The following table shows the
characteristics of these roadways:
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TABLE 1: Roadway Network I
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Functional Travel Bike On- Posted
Ro'!dway Classification Lanesl Median Sidewalks Lanes Street Speed
Widths TypelWldth parking
Kruse Way Collector 2/11 ft NonelNA Yes None Yes 25MPH
Gateway Minor arterial 4/11 ft TWL TV/ Yes Yes No 35MPH
Street 11ft
b
*TWLTL=Two~Way Left-Turn Lane
Intersections
With City concurrence, the following intersections were evaluated under the existing and proposed
conditions:
Date Received:
.:. Gateway Street at Kruse Way
.:. Kruse Way at Site Driveway
.:. Gateway Street at Site Driveway
JUN 3 0 2010
Original Submittal
::@i Branch Engineering, Inc.
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 4 OF 24
All intersections are unsigna]ized. As described previously, the site driveway on Gateway Street shares a
driveway access with a Super 8 Hote] to the south.
Transit Facilities
Lane Transit District (L TO) buses travel Gateway Street northbound and southbound on Route] 2 in the
project vicinity at ] 5 minute or 30 minute intervals throughout the day. For passengers traveling to the
south, the bus stop is located across from Kruse Way on the west side of Gateway Street. For passengers
traveling to the' north from the site, the bus stop is located approximately 235 feet to the north of Kruse
Way on the east side of Gateway Street. Both the northbound and southbound bus stops currently feature
roofs for shelter from the rain. Current infrastructure and transit projects are planned to relocate these
bus stops by moving them nearer to the intersection of the Best Buy multi-use development driveway on
Gateway Street. L TO plans to introduce the EmX line (bus rapid transit) to the Gateway corridor in the
near future. Historically, bus riders who need to travel to the south on Route 12 cross Gateway Street at
the north or south leg of the intersection of Kruse Way, which is not marked as a cross walk and is stop
controlled at the minor approach (Kruse Way).
Existing Traffic Volumes
To get existing Average Annual Daily Traffic (AADT) volumes on Gateway Street ADT traffic volumes
were utilized from the ]-5 Beltline Interchange Project Report, prepared by CH2MHill in 2005, and were
adjusted by ]% per year for growth. Existing AADT Traffic Volumes on Kruse Way were converted
from traffic, counts taken by Branch Engineering in May 20] O. The calculated AADTs in the project
vicinity areas follows:
Roadwav
Gateway Street at Kruse Way
Kruse Way at Site
2010 ADT
29,600
2,900
Existing AM and PM peak hour traffic volumes were determined by manual traffic counts conducted by
Branch Engineering staff in April and May 20]0 (see Appendix C). The counts were taken at Gateway
Street and Kruse Way between 7:00AM and 9:00AM and between 4:00PM and 6:00PM on a typical
weekday to determine the peak hour. Additional driveway intersection counts were performed for the
peak hour at site driveways. The observed peak hours were 7:45 AM to 8:45 AM and 4:45 PM to 5:45
PM. The observed traffic volumes are shown in Figure 2.
Date Received:
JUN 30 2010
l@i Branch Engineering, Inc.
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 5 OF 24
(lOB')
621 (80)
!l:
'L 64 (58)
.24 (2')
tra
498(91)
(940)
(1099)
643 (9)
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'L, (II)
.2 (3)
tro
572 (24)
(1020)
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I@Branch Engineering, Inc.
EXISTING YEAR 2010
TRAFFIC VOLUMES
(AM/PM PEAK HOUP)
BEL TINE .ROAD
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FIGW?E 2
.... 70 (50)
.7 (10)
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4
(27)
Date Received:
II
JUN 3 0 2010
Original Submittal II
LEGEND
xx 0 AM PEAK HOUR
(xx! 0 PM PEAK HOUR
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June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 6 OF 24
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Crash Analysis
An analysis of crash history was perfonned for the study area intersections and a segment of Gateway
Street that extends 600 feet to the south beyond Kruse Way, encompassing the site driveway. The most
recent three full years of crash data (January 1, 2006 through December 31, 2008) were evaluated as
provided by the Oregon Department of Transportation (ODOT). Detailed Oregon Department of
Transportation crash data is included as Appendix D. The results of the intersection and segment crash
analysis are summarized in Table 2.
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TABLE 2: CRASH ANALYSIS SUMMARY
Crasb Type Crasb Rate
Intersection! Total AADT (Crasbes/million
Side
Segment: Tnm Rear Angle Ped Bike Crasbes entering
swipe vebicles)
Gateway Street 15 1 0 I I 0 18 32,500 0.51
at Kruse Way
Gateway Street:
Kruse Way to 3 5 1 0 0 1 10 29,600 0.33.
600 ft south
Kruse Way at 0 0 0 0 0 0 0 2,900 0.00.
Site
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Crash Severity:
Intersection! Injnry Fatal Total Crasbes
PD~
Segment:
Gateway Street 8 9 1 18
at Kruse Way
Gateway Street:
Kruse Way to 5 5 0 10
600 ft south
Kruse Way at 0 0 0 0
Site
Total Crasbes 13 14 1 28
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.Segment crash rate normalized to reflect the equivalent crash rate if the segment were 1 mile in length. Crash rates based on shorter lengths
yield erroneous results. Segment crash rates are reported in million vehicle miles orlmvel (VMr). Segment crashes do not include intersection
crashes at Kruse Way.
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There were a total of 18 crashes reported at the Gateway Street/Kruse Way intersection, resulting in a
calculated intersection crash rate of 0.51 crashes per million entering vehicles. Of the eighteen
intersection crashes, fifteen were turning movement type crashes. Two of these turning movement
crashes occurred when motorists attempted to turn left from Kruse Way westbound to Gateway Street
southbound. Twelve turning movement type crashes occurred when motorists attempted to turn left from
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-@Branch Engineering, Inc.
Date Received:
JUN 3 ,0 2010
June 16, 2010
I
Original Submittal
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 7 OF 24
Gateway Street southbound to Kruse Way eastbound. One turning movement crash occurred when a
motorist on Kruse Way attempted to make a right turn onto Gateway Street northbound and struck a
motor scooter traveling southbound in the bike lane (the wrong direction). A crash rate of 0.51 is not
considered unusual considering the roadway traffic volume and functional classification of Gateway
. Street, and no safety improvements are proposed to increase the operational safety of this intersection at
this time.
In November 2007, a fatal pedestrian accident involving alcohol occurred when a 71 year old man
crossed Gateway Street from east to west at the south leg of the intersection with Kruse Way and was
struck by a motorist traveling southbound on Gateway Street.
During the three year period of analysis, ten (10) crashes occurred in the segment of roadway on
Gateway Street which spans from Kruse Way to 200 feet south of the site driveway (not including
intersection crashes at the Gateway Street/ Kruse Way intersection).The segment crash rate was
calculated to be 0.33 crashes per million vehicle miles oftraveL The roadway segment crash rate was
nonnalized to reflect what the intersection crash rate would be if the segment was one mile in length.
The segment crash rate calculation requires the product of the number of crashes and annual daily traffic
to be divided by the segment length. If a roadway segment shorter that one mile were used in the
segment crash rate calculation, the result would be an inaccurately inflated crash rate. Segment crash
rates are typically analyzed by comparison to the statewide average for a similar roadway functional
classification in a similar area. From the Oregon Department of Transportation (ODOT) 2008 Crash
Rate Table IV, the statewide average crash rate for a minor arterial in an urban area is 2.28 crashes per
million vehicle miles of travel (VMT). Also from the ODOT Crash Rate Table IV, the statewide average
crash rate for a minor arterial in all areas is 1.12 crashes per million vehicle miles oftravcL The road
segment encompassing the site driveway on Gateway Street is well below the statewide average for a
roadway with a similar functional classification in a similar area and with similar functional
classification averaged for all areas, and does not require mitigation to improve operational safety.
A crash analysis was perfonned for a segment of Kruse Way that spans from the Gateway Street
intersection to 200 feet past the site driveway to the east. The crash rate for this segment of roadway was
calculated to be is 0.00 crashes per million vehicle miles of traveL The segment analysis of Kruse Way
did not include any crashes that were reported as intersection crashes at the Gateway Street intersection.
'.
Date Received:
=@i Branch Engineering, Inc.
JUN 3 0 2010
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 8 OF 24
4.
SITE GENERATED TRAFFIC
Trip Generation
Trip generation estimates for the proposed development were estimated based on Trip Generation, 8th
Edition, published by the Institute of Transportation Engineers (ITE). At the City of Springfield's
request, the trip generation was based on gross floor area of the convenience store in square feet arid
uses the average of ITE Land Use Code 945 (Gas Station with Convenience Store) and ITE Land Use
Code 853 (Convenience Store with Gas Station) trip generation rates to calculate the number of trips
generated by the development. The referenced ITE data is included in Appendix E. Trip generation for a
gas station with convenience store (ITE Land Use Code 945), or a convenience store with gas station
(ITE Land Use Code 853) can be based on square footage of gross floor area, on number of vehicle
fueling stations, or on peak hour adjacent street traffic volume (due to the high number of pass-by trips-
discussed later). Typically when a new gas station and convenience store shared use development is
proposed to be built, the trip generator used for calculating site generated trips is the number of vehicle
fueling positions, which is reflected in the city of Springfield System Development Charge (SDC)
methodology and will be discussed later. This development is not proposing to increase the number of
pumps, only the gross floor area of the accompanying convenience store.
During the project scoping process, it was suggested that the trip generation methodology in the scope
over-estimated site generated traffic due to the above described land uses, which includes fuel customer
trips in the site generated traffic when measuring the increase in gross floor area. The reviewing agency
was not receptive to that suggestion, and indicated this st~dy would not be approved if it did not assume
the average of the above land uses as required in the scope.
Table 3 summarizes the trip generation for the peak hour trips entering and leaving the site with the
Convenience store and Gas Station combined land use.
Date Received:
JUN 3 0 2010
~ Branch Engineering, Inc.
Original Submittal
June 16, 2010
I
TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 9 OF 24
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Land Use:
Average ITE
Codes 853 and
945
ITE
Rate
Per
Unit
Number
of
Units
Total
Trips
(Gross)
Trips Entering
Trips Leaving
% #
% #
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- -.- ~ PEAK HOUR - - --
-
- - _n ---
Existing 1.26 69' 59 41 41 28
Conditions - KSF
Proposed 61.6 3.50 216 50 108 50 108
Conditions KSF
Incremental 2.24 147 67 80
- - -
.
-
PM PEAK HOUR
----- --
Existing 1.26 141* 50 68 50 73
Conditions - KSF
Proposed 78.39 3.50 274 50 137 50 137
Conditions KSF
Incremental 2.24 127 69 64
New Trips - - -
KSF
N T
KSF
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*Trip Generation based on existing count ingress and egress volumes
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Site Usage and Mode Selection
In addition to vehicle traffic counts taken at the site driveways, lrips to the sitc were further observed on
separate occasions to detennine the usage of the site and mode choice. The site usage was analyzed by
observing if customers making trips to the site purchased only fuel (or used only .the restroom),
purchased fuel and visited the convenience store, or only visited the convenience store. Mode selection
was observed by taking observations of how customers chose to travel to/from the'site. Site usage and
mode selection observations were taken on May 18, 19, 25, 26, and 27 for one hour periods in the AM,
noon and PM hours. There were a total of 4 hours each of AM, PM, and midday periods. Site
observations of mode and site usage did not include ingress or egress. Each trip at the site was counted
as a fuel purchase only, a fuel purchase and convenience store purchase, or a convenience store purchase
only. A summary of the site usage and mode selection observations are shown in Table 4.
Date Received:
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JUN 30 2010
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1@iBranch Engineering, inc.
Original Submittal
June 16,2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 10 OF 24
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Delivery ,Truck
o
441
34
4
137
18
193
o
o
178
o
178
Walk-Up
Bicycle
o
440
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Car/Pickup/SUV
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Total
Site Usage by
ercentage of total sit
tri s
Vehicular Site Usage
by percentage of total
vehicle site tri s
54%
24%
22%
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57%
20%
23%
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Mode Selection by
(%) oUotal trips
Walking
Bicycles
Passenger Vehicles
Delivery
Trucks
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0.5%
93%
22%
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As shown in the table, 54% of the total site trips purchased gas only, 24% of the total site trips made
purchases at the convenience store only, and 22% of the total site trips purchased fuel and made
purchases at the convenience store, Considering only vehicle trips, 57% purchased gas only, 20% made
purchases at the convenience store only, and 23% of the vehicle trips purchased fuel and made
purchases at the convenience store. From the observations summarized in the table, 76% ofthe total
trips to the site either purchased fuel, or purchased fuel and visited the convenience store. Considering
only the vehicular trips, 80 percent of the vehicular trips purchased gas or purchased gas and visited the
convenience store. These observations support the gas station as the principal site trip generator.
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The mode of transportation and site usage are influenced by the local area characteristics. The project
site features hotels in every direction within a quarter of a mile. There are seven hotels with a total
number of708 rooms within a quarter ofa mile of the site. These hotels are contributors to the pass-by
trip percentages, which will be discussed later. The location of the site with proximity to Beltline Road
(a major highway) and Interstate 5 also factor into the type of,business that is attracted to the site.
Date Received:
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l@i Branch Engineering~
JIIN 3 .n 2010
June 16,2010
I
Original Submittal
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TRAFFIC IN[PACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 11 OF 24
Pass-By and Diverted Linked Trips
Pass-by trips are trips that are made as intermediate stops on the way from an origin to a primary trip
destination without a route diversion. Pass-by trips are trips that are attracted from adjacent street traffic
that offers direct access to the trip generator, and are not diverted from another roadway. Pass-by trips
are trips on the adjacent roadway that would otherwise be there if the site were not there. Pass-by trips
for convenience store with gas station and for gas station with convenience store are significant enough
that the ITE Trio Generation Manual. 8th Edition has a trip generator for the adjacent street traffic
volume during the peak hour (as the independent variable) to determine site generated traffic during the
peak hour of adjacent street traffic (trip ends vs. adjacent street traffic, see Appendix E for ITE Trip Rate
Data). The trip generator of adjacent street traffic volume is another indication that the trips generated
by the site are not necessarily based on square footage of convenience store, but rather on the type of
attractor. The ITE Trio Generation Handbook, Second Edition, allows pass-by trip reductions for land
uses such as gas station with convenience store and convenience store with gas station that are based on
square footages of the convenience store portion of the site. .
According to the ITE Trip Generation Handbook. Second Edition: "Diverted linked trips are trips that
are attracted from the traffic volume within the vicinity ofthe generator but require a diversion from that
roadway to another roadway to gain access to the site. These trips could travel on highways or on
freeways adjacent to the generator, but without access to the generator." Such trips could be lured from
the highway or freeway by the presence of a tall sign or highway signs. Examples of roadways that
provide diverted linked trips to the project site are Beltline Road and Interstate 5. With this type of
reputable franchise, the floor area of the convenience store may be irrelevant to the primary gas station
attractor (the large sign visible from long distances says CHEVRON). Motorists exiting Interstate 5 or
Beltline Road to refuel are destined for a gas station and utilize a diverted linked trip to do so. Diverted
linked trips have a significantly lower impact to the local infrastructure than do primary trips, since the
diverted linked trip only utilizes a small portion of the infrastructure for the route diversion. Average
pass-by and diverted linked trip percentages listed in the ITE Handbook are listed in Table 5 below.
Date Received:
JUN 3 0 2010
Original Submittal
-r@~Ch Engineering,~.
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 12 OF 24
- --- - -- --~~-
I TABLE 5: Pass-By and Diverted Linked Trips
~------~
ITE Land
Use Code:
AM
Pass-By
Trips
PM
Pass-By
Trips
AM
Diverted
Linked Trips
PM
Diverted
Linked Trips
Land Use
,.
L_- AMPEAKHOUR__
853 k;onvenience Store with 63% 66% 26% 18%
pas Station
945 bas Station with 62% 56% 21% 31%
k:onvenience Store
Average pas Station and 63% 61% 23% 25%
853 & 945 ronvenience Store
Figure 3 shows the location of the site with respect to Interstate 5 and Beltline Road, which is a
significant factor when considering pass-by and diverted linked trips.
Figure 3: Sources of Diverted Linked Trips
Date Received:
JUN 3 0 2010
l@i Ilrunell Engineering, Inc.
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 13 OF 24
From Figure 3, a major source of diverted linked trips to the site is Interstate 5. Interstate 5 as a source
for diverted linked trips is further supported when accounting for the Exit 195B offramp geometry and
lane configuration. When unfamiliar drivers take Exit 195B from Interstate 5 northbound and stay to the
right at Beltline Road, they are committing to exit southbound at Gateway Street due to the lane control
that does not allow drivers to change lanes west of the Gateway Street intersection (a raised curb
between adjacent lanes enforces lane control for a channelized right turn). During driveway and mode
traffic counts, drivers were observed by Branch Engineering making u-turns at the Kruse Way
intersection and traveling through the project site from Gateway Street southbound only to turn around
to Gateway Street northbound. The project site is the only gas station on Gateway Street south of
Beltline Road, and it is unlikely that an increase in gross floor area will generate any additional diverted
linked trips from the Interstate 5 source.
A standalone convenience store south of the project site on Gateway Street shares driveways with the
majority of the residences (apartments) in the area that would produce primary trips for a convenience
store destination in the area. By sharing driveways, this alternate convenience store offers internal site
circulation to trip origins from the area apartments, which could otherwise be a significant trip originator
for the project site. Another gas station/convenience store site is located north of the Beltline
Road/Gateway Street intersection, and another convenience store is located south east of the site at
Harlow Road and Game Farm Road. Thus, the percentage of pass-by trips and diverted linked trips are
likely higher than those published in the ITE Handbook, Second Edition, due to the location with respect
to the proximity ofInterstate 5 and Beltline Road, both of which are major highways, and due to the lack
of exclusive primary trip origins in the immediate area. The convenience store at this location is a
complimentary feature to gasoline customers. An area map showing the location of the project site and
area features having significant influence on the trip generation is provided in Figure 4. The alternate
convenience store with shared and internal site circulation to the apartments in the direct vicinity is
shown in yellow.
Date Received:
JUN 39 2010
1@lBranch Engineering, Inc.
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 14 OF 24
Figure 4: Project Site Primary Trip Origin Features
Date Received:
l@1Branch Engineering, Inc, JUN 30 2010
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 15 OF 24
Trip Distribution & Assignment
The site generated traffic was distributed to the adjacent road system and assigned to specific
intersection movements based on existing traffic conditions in the project vicinity. The physical site
characteristics and orientation of the pumps allow southbound vehicles to enter the site from the north at
the Kruse Way driveway and to exit to the south through the site driveway on Gateway Street.
Alternatively, northbound vehicles can enter the site from the south driveway on Gateway Street and
exit to the north onto Kruse Way.
A performance analysis was not required for the traffic study and since the operational analysis takes
into account the driveway turning movements, diverted linked and pass-by trips were not reduced
(extracted) from primary trips counted during traffic counts. Since the project involves remodeling to
increase the floor area and not a "new" development, existing primary site trips observed in traffic
counts could not be separated from diverted linked and pass-by trips. Figure 5 illustrates the assignment
of potential new traffic generated by the proposed additional floor area. Figure 6 illustrates year 20 I 0
traffic volumes under the proposed conditions. The site generated traffic is based on the incremental
additional traffic represented in Table 3, which is not reduced by pass-by or diverted linked trips. The
"build" traffic volumes depicted in Figure 6 are the existing traffic volumes from traffic counts with the
incremental traffic volumes added to the existing driveway count volumes discussed previously.
Date Received:
JUN 3 0 2010
1@lBranch Engineering, Inc.
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 16 OF 24
POTENTIAL NEW SITE GENERA TED
'BUILD' TRAFFIC
(AM/PM PEAK HOUR)
BEL TINE ROAD
;-
OJ
OJ
0:
c-
en
>-
"
;$
Lu
c-
"
'"
. 10 (12)
~
25
(23)
(3)
8 (20)
~C
t. 29 (19)
." (8)
tr:
12 (D)
(10)
(20) 24 t
~
40
(27)
WAY
(11)
11 (3)
~(
t. 12 (11)
.4 (3)
trs
o (34)
(D)
SITE DRIVEWA Y
;-
Lu
Lu
0:
;-
Ul
>-
"
;$
Lu
c-
"
C)
j
~
-.-
LEGEND
xx' AM PEAK HOUR
(xx) . PM PEAK HOUR
Note'Site generated Iroffic
is based on agency
seoping Requirements
N.T.S.
FIGURE 5
at -
i@ Branch Engineering, Inc.
JUN 3 n 2010
June 16, 2010
Original Submittal
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 17 OF 24
J
+
N.T.S.
"l~ Branch Engineering, Inc.
~
June 16, 2010
(/087)
529 (100)
H~
t- 93 (77)
.35 (32)
trs
510(91)
(951)
(1107)
654 (12)
~~
t- 16 (22)
.6(6)
trs
572(58)
(1020)
YEAR 2010 'BUILD'
TRAFFIC VOLUMES
(AM/PM PEAK HOUR)
BEL TINE ROAD
>-
UJ
UJ
2:
"'
>-
q
'"
UJ
I-
q
OJ
(146) 175-+
(45) 36.
~
58
(59)
~ SITE DRIVEWAY
>-
UJ
UJ
Il:
>-
"'
>-
q
'"
OJ
>-
q
OJ
'-70(50)
.'7 (22)
~
28
(50)
Date Received:
LEGEND ~
xx' AM PEAK HOU
Ixx) , PM PEJijNit3J/~ 201
alSuDmrtta
FlCUI?E Ii
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 18 OF 24
System Development Charges
Typically, trip generation rates for gas station and convenience store combined uses are based on
number of vehicle fueling stations. The City of Springfield System Development Charge calculation
methodology uses the number of vehicle fueling stations as the trip generator to calculate system
development charges for land uses of gas station with convenience store and for convenience store with
gas station. If this project was proposing to build a new facility featuring a gas station and convenience
store, the city would base the number of system development charges to charge the development for
transportation on the number of daily trips produced by the site with the number of vehicle fueling
positions as a trip generator. Using the city system development charge calculation methodology with no
increase to the number of vehicle fueling positions proposed, the number of vehicle trips would not be
increased and no system development fees should be required for the transportation system. An increase
to the number of vehicle trips cannot be substantiated based on city system development charge
calculation methodology which requires the number of vehicle fueling positions to be used as a trip
generator to calculate vehicle trips generated by the site. The City of Springfield system development
charge calculation methodology can be found online at:
htto://www.ci.soringfield.or.uslPubworks/SDC/SDC.htrn. The trip generators used by the City of
Springfield for calculating system development charges can be found by following the hyperlink and
clicking on Appendix D near the bottom of the page under the heading SDC Fact Sheet. If additional
SDC charges do need to be addressed for the transportation aspect of the development, additional trip
generation analysis may be necessary to ensure accurate modeling of potential site conditions.
i
,
f
,
Date Received:
JUN 3.0 2010
Original Submittal
-@ Branch Engineering, Inc.
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 19 OF 24
5.
OPERA llONAL ANALYSIS
INTERSECTION QUEUES
An intersection performance analysis was not required for this study. The City of Springfield indicated
that at the present time with the existing and planned construction projects in the area, accurate
modeling and traffic simulation based on existing conditions may yield erroneous results. As described
previously, study area intersections included Gateway Street at Kruse Way, Gateway Street at the site
driveway, and the site driveway at Kruse Way. At the request of the City of Springfield the back of
queue from the Beltline Road/Gateway Street intersection's northbound approach was observed to
determine operational characteristics of vehicles entering and leaving the site and Kruse Way to/from
Gateway Street.
Intersection queues for the Gateway Street at Beltline Road intersection's northbound approach were
taken from observations during each red signal phase during the AM and PM peak hours as required by
the City of Springfield to analyze blocking at Kruse Way and at the site driveway on Gateway Street.
Intersection queue lengths were estimated from observed fixed positions on Gateway Street at Kruse
Way and at the site driveway. The north curb radius on Kruse Way is approximately 450 feet (19 car
lengths observed) south of the stop bar for the northbound approach at the intersection of Gateway Street
and Beltline Road. The site driveway is approximately 680 feet (27 car lengths observed) south of the
stop bar for the northbound approach at the intersection of Gateway Street and Beltline Road. Results of
the intersection queue observations are shown in Table 5 below.
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~..
Date Received:
JUN 30 2010
Original Submittal
i@ Branch Engineering, Inc.
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 20 OF 24
~"'''--,
. . . . . . . . .
7:46 AM 13 325 No No 8:19AM 6 135 No No 4:46 FM 17 383 No No 5:16FM 32 720 Yes Yes
7:48AM 10 225 No No 8:21 AM 6 135 No No 4:46 FM 19 428 No No 5:19FM 32 720 Yes Yes
7:51AM 19 428 No No 8:22 AM 4 90 No No 4:51 FM 13 293 No No 5:21 FM 22 495 Yes No
7:53AM 14 315 No No 8:24 AM 3 68 No No 4:53 FM 10 225 No No 5:24FM 13 293 No No
7:56AM 6 135 No No 8:26 AM 7 158 No No 4:56 FM 10 225 No No 5:26 FM 14 315 No No
. 7:58 AM 6 135 No No 8:28 AM 7 158 No No 4:58 FM 9 203 No No 5:28 FM 15 338 No No
8:00AM 10 225 No No 8:30 AM 5 113 No No 5:00 FM 18 405 No No 5:30 FM 10 225 No No
8:02AM 11 248 No No 8:31AM 6 135 No No 5:02 FM 24 540 Yes No 5:33 FM 15 338 No No
. 8:04AM 6 135 No No 8:33 AM 7 158 No No 5:05 FM 32 720 Yes Yes 5:35 FM 16 360 No No
8:05AM 4 90 No No 8:35AM 6 135 No No 5:07 FM 32 720 Yes Yes 5:38 FM 15 338 No No
8:07 AM 7 158 No No 8:37 AM 9 203 No No 5:10FM 27 608 Yes No 5:40 FM 25 563 Yes No
8:09AM 8 180 No No 8:39AM 9 203 No No 5:12FM 32 720 Yes Yes 5:43 FM 15 338 No No
. 8:11AM 7 158 No No 8:41AM 5 113 No No 5:14FM 32 720 Yes Yes 5:45FM 17 383 No No
8:13AM 10 225 No No 8:43 AM 5 113 No No
.. 8:15AM 7 158 No No 8:45 AM 6 135 No No
. 8:17AM 4 90 No No
.
Since the highest observed traffic volumes occurred during the PM peak hour, the focus of the
operational analysis was on the PM peak hour (worst case). During observaiion periods the back of
queue occasionally extended to the south beyond Kruse Way. Occasionally drivers in the queue stopped
in front of the intersection and blocked left turns to and/or from Kruse Way at Gateway Street during the
red phases of the signal between 5:00 PM and 5:20 PM when the queue was noted to periodically extend
past Kruse Way. The site driveway also experienced random blocking when drivers in the queue stopped
in front of the site driveway and the back of queue extended that distance to the south during red phases
of the signal as noted in Table 5.
Since a performance analysis was not performed for the intersections, the Beltline Road at Gateway
Street intersection was not modeled using an HCM analysis method (SYNCHRO), and a queue analysis
using SimTraffic was not feasible. However, an average (50th percentile) and 95th percentile queue was
determined based on a Poisson Statistical Distribution and the observed queue lengths during the highest
observed peak hour (PM). The Poisson Probability Formula is described below:
Poisson: f(n;A)= (An)*exp(-A)/(nl)
Where: n=number of cars in queue;
A= mean number of occurrences; and
f(n:l.)= the probability that there are exactly n occurrences.
Date Received:
JUN 30 2010
1@Branch Engineering, Inc.
Original Submittal
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 21 OF 24
When the cumulative sum of the probabilities reaches 0.50 the number of vehicles in the queue are said
. th
to be at the average or the 50 percentile queue and the number n of the most recent term corresponds to
the number of cars in queue during the red phase of the signal at Gateway Street and Beltline Road's
northbound approach. The average queue (50th percentile queue) during the PM peak hour was
calculated to be 19 cars, which from field observations was measured to be at the north curb return at
Kruse Way, indicating that the average back of queue during red phases of the northbound approach at
Gateway Street and Beltline Road is north of Kruse Way. Similar to the average queue, when the
cumulative sum of the probabilities reaches 0.95 (the 95th percentile queue) the number n of the most
recent term corresponds to the number of cars in the queue at the red signal phase at Gateway Street and
Beltline Road for the 95th percentile. The 95th Percentile queue represents the number of cars that the
back of queue is shorter than 95 percent of the time during red phases of the signal. The 95th percentile
queue was calculated to be 27 cars, which was measured to be north of the site driveway on Gateway
Street. The excel inputs and outputs to determine the average and 95th percentile queue are provided in
Appendix F. The mathematical operations for determining average and 95th percentile queues are shown
below:
N (i'i' )
l" = L Xi "". POlS E Ai
i.1 i_I
Where: Y~O.50 for the average queue;
Y~O.95 for the 95" Percentile; and
i=number of cars in queue.
The intersection queues could be reduced by coordinating signals on the Gateway Street corridor
northbound through bands to allow progression at the signalized intersections. Additional queue length
reductions could also result from modifying the Beltline Road/Gateway Street intersection signal timing
to include concurrent left turns followed by concurrent through movements at opposing approaches. The
existing signal phasing includes a two-minute (120 second) cycle length and split phasing for all
movements, which allows two-minutes between the start of each green phase at each approach.
Concurrent left-turns followed by concurrent through movements at opposing approaches could reduce
the cycle length and reduce queue lengths by allowing less time for awaiting vehicles to proceed through
the intersection with a green light.
TURNING MOVEMENTS AT GATEWAY STREET
As discussed previously, vehicle turning movements were counted at the site driveways on Gateway
Street and Kruse Way and at the intersection of Kruse Way and Gateway Street. The operational
characteristics of the site utilize turning movements onto and from Gateway Street at the site driveway
and at Kruse Way. Under existing conditions, there were 3 left-turns and 9 right-turns onto Gateway
Date Received:
=@\Araneh Engineering, Inc.
JUN 3 U 2010
June 16, 2010
Original Submittal
I
TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 22 OF 24
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Street from the site driveway and 9 left-turns and 23 righHurns generated by the site (calculated from
the westbound movement/approach volume ratio) onto Gateway Street from Kruse Way during the
worst case PM peak hour. Turning movements into the site from Gateway Street included 25 left-turns
at Kruse Way, 9 left-turns from Gateway Street southbound at the site driveway and 24 right-turns from
Gateway Street northbound at the site driveway. The site driveway on Kruse Way had 10 eastbound left-
turns into the site and 27 northbound right turns from the site.
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The potential site trips calculated using the City of Springfield methodology include additional left and
right turns from the site driveway on Gateway Street and on Kruse Way at Gateway Street utilizing the
existing turning movement/approach volume traffic ratios from traffic counts. The potential increase in
site generated trips includes 3 left-turns and II right-turns during the PM peak hour at the Site Driveway
on Gateway Street and an additional 8 left turns and 19 right turns at the Kruse Way/Gateway Street
intersection.
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As previously discussed, many of the site trips generated by a gas station and convenience store mixed
use site are diverted linked and/or pass-by trips. The pass-by trips take existing vehicles on the adjacent
roadway and redistribute existing traffic volumes to the site driveways as ingress trips and later as egress
trips, resulting in reduced through band approach volumes and increased turning movement volumes.
Generally, pass-by trips can be left-in then left-out, or right-in then right-out, depending on the site. The
pass-by trip phenomenon is further supported by the existing (and potential) site trip distribution pattern
from Gateway Street northbound ingress trips and the Kruse Way egress trips. The pass-by trips will
redistribute some of the traffic on the through band of Gateway Street northbound to the site through the
site driveway on Gateway Street then back onto Gateway Street northbound at Kruse Way or onto Kruse
Way eastbound.
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The existing conditions at the Kruse Way/Gateway Street intersection include a 52 foot curb-to-curb
width which allows the approach to operate as ifit had separate left and right-turn lanes, thus increasing
the serviceability. With the previously described backs of queue, the traffic operations of the site should
not be significantly degraded with potential site trips generated from the development.
Date Received:
~
.:~~:
I
'.'
JUN 3 0 2010
I
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Original Submittal
1@i Branch Engineering, Inc.
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 23 OF 24
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6.
FUTURE CONDITIONS
I
The City of Springfield has indicated that current and future intersection and street improvements in the
Gateway area will alter the existing street network characteristics and traffic flow patterns. New jobs and
new development in the arca have made Gateway one of the fastest changing areas in the
Eugene/Springfield metropolitan area. The growth is creating new demands on the transportation
system. The City of Springfield and the Oregon Department of Transportation are currently involved in
a project to improve the intersection of Gateway Street and Beltline Road and add support to the
ongoing improvements at the 1-5/ Beltline Interchange. The 1/5 Beltline Interchange project will improve
the local street system in this area, and was identified in the 2003 1-5IBeltline Interchange
Environmental Assessment. It will eventually create a couplet (two one-way streets) on Gateway Street
and Hutton Street/Kruse Way south of Belt line Road.
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A fter completing an assessment of the traffic benefits and community impacts of constructing a
Gateway Street couplet, the City is seeking ways to implement the couplet project to improve traffic
flow and minimize impacts to area businesses. The City has identified a phased strategy for project
implementation. During the first phase of the project, relevant modifications to the existing study area
intersections will include a raised median on Gateway Street between Beltline Road and the Shilo Inn
driveway (across from the north curb return of Kruse Way). A raised median will limit access to
businesses to right-in right-out turning movements only. Phase I is currently under preliminary stages of
construction. Future phases of the project are planned to separate the northbound and southbound traffic
at Kruse Way which will surpass the site, but may not be addressed until the Beltline/Gateway
intersection traffic begins to affect traffic on Interstate 5.
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=@iBranCh Engineering. Inc.
June 16, 2010
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TRAFFIC IMPACT ANALYSIS: JACKSON'S FOOD STORE #112
PAGE 24 OF 24
7.
RECOMMENDA liONS AND CONCLUSION
Crash Analysis
All relevant intersections and a segment of Gateway Street that encompasses the project site were found
to have reasonable crash rates. No crash reducing measures are necessary to accommodate the proposed
development.
Operational Analysis
The operational analysis determined that the back of queue during the PM peak hour is north of the site
driveway on Gateway Street 95 percent of the time (95'h percentile queue) during the red phases of the
signal at the northbound approach at Beltline Road and Gateway Street. Potential increases in turning
movement volumes from site generated traffic at the intersection of Gateway Street! Kruse Way do not
affect the operation of the site driveways when considering the ingress and egress of vehicles. The
Kruse Way westbound approach to Gateway Street has a curb-to-curb width of 52 feet and has been
observed to allow separate left and right turning volume storage and simultaneous turning movements
under the existing conditions and will continue to operate in existing conditions with additional traffic
from the project site.
Conclusion
In summary, the result of this analysis indicates the proposed development will not cause significant
adverse impact on the operational characteristics of the existing roadway network.
l Date Received:
f JUN 3Q 2010
Original Submittal
~ Branch Engineering, Ine.
June 16, 2010
APPENDIX
A
CITY OF SPRINGFIELD TRAFFIC IMPACT
ANALYSIS SCOPING CHECKLIST
Date Received:
JUN 3 0 2010
Original Submittal
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)
TRAFFIC IMPACT STUDY SCOPE OF WORK
Date:
April 24, 2010
,
Consultant:
Branch Engineering
3 I 0 Fifth Street
. Springfield, OR 97477
Project Assumptions:
.
Chevron Gas Station & Convenient Store
Southeast Comer of Gateway Street and Kruse Way
ITE Codes: Gasoline/Service Station (945 & 853)
Existing Size: 6 Pumps & 989 square feet
Completed Size: 6 Pumps & 3,384 square feet
Access: Via Gateway Street and Kruse Way
Completion Date: Estimated 2011
.
Project Name:
Location:
Land Uses:
.
General: The proposed development will more than triple the size of a convenient store on a
site, while leaving the gasoline station unmodified. This will add trips to the adjoining
intersection of Kruse Way and Gateway Street, which has long been known for its frequent crash
history and has also had one of the highest injury rates in the city. Consequently, as the
development will increase the safety hazard there, in accordance with SDC 4.2-105(A)(4)(c), a
T1A is required. The study should address all the criteria outlined in Springfield Public Works
Department policy (See enclosed S.O.P.P. #T -6. I), except that certain elements of the study may
be confined to the scope outlined below.
As the City of Springfield Council has temporarily reduced the performance standard to below
LOS D for the Gateway Street intersections with both Kruse and Beltline, no advantage will be
gained in studying the capacities of these intersections outside of their impact on safety. This
study will consequently need to be completed with operations in mind more than capacity.
Trip Distribution and Assignment: The site traffic would have two primary routes available for
access to/from Springfield's street network, and that is through a driveway on Kruse Way and
one on Gateway Street, the latter of which is shared with the Super 8 motel adjoining the site to
the south. The distribution pattern of existing traffic at these driveways is likely a reasonably
reliable indicator of future site-trip distribution when comparing the two access points.
Summarize recent three-year traffic accident data. The traffic accident data can be obtained from
City or State. The analysis should include (but not limited to) total number of accidents by type
(PDO, injury and fatal, rear end, head-on, sideswipe etc.), total number offatalities, high
accident locations, accident patterns, road deficiencies and mitigation measures.
Study Locations:
. Intersection of Gateway Street and Kruse Way
. The site access points at Kruse Way
. The site' access point at Gateway Street
Date Received:
JUN 3 0 2010.
Original Sub~~' ofl
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In the place of analyzing the Beltline-Gateway intersection directly, please measure the
maximum queue length based on the cycle length of said intersection. These measurements shall
be taken three times every 15 minutes in the a.m. and p.m. peak hours. They should be measured
from a fixed point that can be reproduced and directly related to the Gateway driveway and
Kruse Way intersection.
Trip Generation: Use the averaged data from the ITE Trip Generation Manual from ITE Codes
945 & 853 as discussed and derived in Attachment A. The independent variable will be trips per
1000 square feet gross floor area.
Traffic Crash Analysis: Summarize most recent three-year crash history along both the site
access points on Gateway Street and Kruse Way within 200 feet each direction from beyond the
site's borders.
Include this Scope of Work in the appendix of the Traffic Impact Study
f......
Ii'
Date Received:
JUN 3,0 2010
Original Submittal
Page 2 of2
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ATTACHMENT A
ITE Vehicle Trip Generation Rates
weekday AM PM
Convenience. Mkt wi Gas .
Pumps 853 KSF 845.60 43.90 59.69
Serv.Station wi Conven.Mkt Fuel
945 Positions 162.78 10.16 13.38
Serv.Station wi Conven.Mkt .
945 KSF T .79.30 97.08
As the development is changing from 945 to a combination of 945 and
853, use the average of the two after deriving T.
Derivation of "T" :
T = (T1 + T2)/2
Using the emperitive approximation
commonly called cross-multiplying:
T1 aye from AM Peak Hr = 162.78*(97.08/13.38) =
T2 aye from AM Peak Hr = 162.78*(79.3110.16) =
T = ((T1 aye + T2 ave)/2) =
relative correlation difference
1181.11->
1270.5
1226 trips/KSF on a weekday
7%
Directly from the ITE Manual (853) =
1226 trips/KSF on a weekday
845.6 trips/KSF on a weekday
Approximated from the ITE Manual (945) with KSF =
AveragelDerivation from the ITE Manual = (1226+845)/2
Average/Derivation from the ITE Manual = 1036 trips/KSF (weekday)
43.90 59.69
1226
79.30 97.08
,",,+~'..", ~.~.'r
.1036
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:61:6.0 ;;7'8.39..
Date Received:
JUN 30 2010
Original Submittal
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APPENDIX
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I SITE PLAN
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I Date Received:
JUN 3 0 2010
I Original Submittal
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A CONVENIENCE STORE
FOR
JACKSON FOODS INC.
3311; GATEWAY 5T. 8FRINGFIELD, OREGON
RONALD E. THIENES
ARCHITECT
P.O.BOX25 w....'m"'Lu,.ORrGON97.119
PHOI<E:sn.726-8795 F~5U.736-5191
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APPENDIX
c
TRAFFIC COUNT SUMMARIES
Date Received:
JUN 3 0 2010
Original Submittal
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name
Site Code
Start Date
Page No
: GATEWAY STREET AT KRUSE WAY AM
: 00000000
: 4/29/2010
: 1
GATEWAY STREET
Southbound
Start Tillle ~g~ ~ Left-] Peds I App. Tolal
Factor 2.3 2.3 I 2.3J 2.3
07:06 AM --0 -iog-'ll --0 227
07:15AM 0 228 57 0 285
07:30 AM 0 292 71 0 363
07:45 AM 0 348 124 0 472
- ~-fot~al- -O~07-7~7o--0 1347
GrOURs Printed- VEHICLES - HEAVY VEHICLES
--K~~~~o~~yu~'-I--'GAT~:~~;u~~EET K~~s~~:~Y
Ri9h.1 I T.'.N roo- Le.n-I Peds App. Total Righi ~-] pe.dS App. Total Righi Thru ~1~I~p. Total -r-nt TOlall
....3. _2.~.J~3j_2.3 2.3 2.3 -,,3J_<.3 2.3 2.3 2.3
25 0 9 0 34 21 147 0 2 170 0 '----0 0 0
14 0 16 0 30 32 191 0 2 225 0 0 5 5
18 0 13 0 31 16 347 0 0 363 0 0 0 0
41 0 7 0 48 53 287 0 5 345 0 0 0 2 2
98 0--'5--0--i43-'22-97~0--9---'103-0~0-0-~--7
431
545
757
.~_8.6L
2600
08:00 AM 0 356 48 0 404 37 0 18 2 57 44 278 0 5 327 0 0 0 0 0 788
08:15AM 0 384 53 0 437 39 0 23 0 62 32 246 2 2 282 0 0 0 0 0 781
08:30 AM 0 341 25 0 366 30 0 7 0 37 51 334 0 2 387 0 0 0 2 2 792
_08;15.1.\M_ _0 419 32_0-----15.1- _25~0----"J~0_36_ _3_9~~0 2 2.1l.3. _0_0_0 2 2 _?I2_
Total 0 1500 158 0 1658 131 0 59 2 192 166 1100 2 11 1279 0 0 0 4 4 3133
Grand Total 0 2577 428 0
Apprch % 0 85.8 14.2 0
Tolal% _ -----"---.-15---.7"5 0
VEHICLES 0 2530 428 0
% VEHICLES_ _0_98~00 0
------
HEAVY VEHICLES
% HEAVY VEHICLES 0 1.8 0 0
3005 229 0 104 2 3351288 20.72 2 20 2382 0 0 0.'1 11 I 5733
68.4 0 31 0.6 12.1 87 0.1 0.8 0 0 0 100
52.4 4 0 1.8 0 5.8 5 36.1 0 0.3 41.5 0 0 0 0.2 0.2
2958 229 0 106 2 33i-~82036 2-2:0 2346 0 0-0-i~i'------S646
98.4 -10p_0_9_6,2----100_98,8 -100_98.3-------100-------10_0~8.5. _O__-"~0_100_1WL98.5_
1.6 0 0 3.8 0 1.2 0 1.7 0 0 1.51 0 0 0 0 0 I 1.5
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GATEWAY STREET KRUSE WAY
Southbound Westbound
:;lJart Time Ri9!:l!J Thru rL~ftlPeds 1..6P~. Total ---B!g!!!J Thru I Left I Peds I App. Total
PeaK Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
i45 AM 0 346 124 472 41
:00 AM 0 356 48 0 404 37 0 1
2: :15 AM 0 384 53 0 437 39 0 2
:z:__~3jJ.81>t 0 341 25 0 366. _3.0_0
TotilO'olume 0 1429 250 0 1679 147 0 5
... J-ftl!;. Total _0 85.1 14.9 0 72.1 0 4
.:: -2..J:!::!E. .000 .930 .504 .OjJ.0~~.!l3l_ ~~9j3~000~
= -'
a 16.
c.
GATEWAY STREET
Northbound
Rig!!!J Thru r- Lefl-[~ App. Total
KRUSE WAY
Eastbound
Right I~r-~r Peds j App. Total -Int. Total 1
53 5
8 2 57 44 278 0 5 327
3 0 62 32 246 2 2 282
7 o 37 51 334 0 2 387
5 2~Ot 180 1145 2 14 1341
7 1 13.4 85.4 0.1 1
~5_0--!l.2l ~8~9~8_51..-..<50 .700 .866
2 2 867
0 0 0 0 0 788
0 0 0 0 0 781
0 0 0 2 2_ --192.
0 0 0 4 4 3228
0 0 0 100
.000 .000 .000 .50~.QO .931
-
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-
-
-
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Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
File Name
Site Code
Start Date
Page No
: GATEWAY STREET AT KRUSE WAY PM
: 00000000
: 4/28/2010
: 1
GATEWAY STREET
Southbound
Start Time Ri9h.~n;;;;-j Left I. Peds App. To'"
Factor 2.3 ==rr1 2.3 ! 2.3
04:00 PM 0 563 50 6 613
0415 PM 0 621 53 0 674
04:30 PM 0 598 57 0 655
04:45 PM 0 662 3L-0_@9
Total 0 2444 197 0 2641
EWA Y STREET KRUSE WAY
Northbound Eastbound
hru l'~ Peds I App. Total Right-r Th~j. left 1 Peds I App.-Total Int. Total]
.3 2.} 2.3 2.:lT 2.3 2.3 2.3
86 0 0 511 0 0 0 0 0 1170
37 0 2 496 0 0 0 5 5 1202
43 0 5 589 0 0 Q 2 2 1298
86_0_0----5}7 0 0 0 0 0_ ..--1.96_
52 o 7 2133 0 0 0 7 7 4966
05:00 PM 0 607 48 0 655 34 0 2 0 36 53 499 2 5 559 0 0 0 5
0515 PM 0 625 60 0 685 32 0 16 0 48 60 526 0 0 586 0 0 0 0
0530 PM 0 598 39 0 637 30 0 14 0 44 46 651 0 5 702 0 0 0 0
05:45 PM 0 548 51 0 599 25 0 16 2 43 57 522 0 0 579 0 0 0 5
-. -YotaT -0~378~98-o~576- ~1-0----'8---2-171-1-2162198--2------'0~26- --0--0-0-10
5
o
o
____5.
10
1255
1319
1383
.1226,
5183
Grand Tot31FO 4822 395 0 5217 247 0 107 2 356 390 4150 2 17 4559 ~o 0 0 17 17110149
Apprch % 0 92.4 7.6 0 69.4 0 30.1 0.6 8.6 91 0 0.4 0 0 0 100
Total % 0 47.5 3,9 0 51.04 .2.4 0 1.1 0 3.5 3.8 40.9 0 _ 0.2 44,.9 0 0 0 0.2 0.2
VEHICLES 0-""""4763-~91-6~5154 -24~O 107 2 356-39D~'03-2~17 4512 ~b-O-O-1~1i 10039
~o_YEl:!lc::.LE;~_ _O_9_8,8_9_9~O_98-,-8_ _WO~O------.-J9.0_109----.100_ ~1_09_9_8--,-9----1D9~J9D_9.~_ D~G.-D~DD-.-1D9 ________9.8..9_
HEAW~HICLES I
% HEAVY VEHICLES a 1.2 . 1 0. 1.2 0. 0. a 0. a a 1.1 a a 1 a a a a a 1.1
Right I
KRUSE WAY I
Eastbound
Thru r Left I Peds] &JR. Total lDLIo!~ll
b ~ GATEWAY STREET I KRUSE WAY
Southbound WestbOLmd
~a.~ Time Ri9I1.LL.IbcL!.~~J~pp.J<>",---,"g",-I---",,"-I'-c;it 1-- Ped, ~". Tota'.
Peak Hour Analysis From 0.4:0.0. PM to 0.5:45 PM - Peak 1 of 1
Peak Hou~ EntIre IntersectIon BegIns at 04-45 PM
'- 04:llii PM
c:: 05:lllfPM
z: 05:\\! PM
_05~:l&'M _
~otal \CD.Jme
_ V, AR~.ota.L
~_~HF .00
C5 <.
(I)
a.
GA TEWA Y STREET
Northbound
RI9~[ Thru I L;ft-l~...t.RJ:1. Total
0 662 699 37 23 60
0 607 48 0 655 34 0 2 0 36 53 49
0 625 60 0 685 32 0 16 0 48 60 52
0~9JL__:J9 0 8}L _31L-...0 14 0 44 46 65
0 2492 184 0 2676 133 0 55 0 188 210 216
0 93.1 6.9 0 70.7 0 29.3 0 8.8 90.
0 .941 .767 .000 .957 .899 .000 .598 .000 .783 .875 .83
2 5 559 0 0 0 5 5 1255
0 0 586 0 0 0 0 0 1319
0 5 702 0 0 0_0 0 -.--1~8L
2 10 2384 0 0 0 5 5 5253
0.1 0.4 0 0 0 100
.250 .500 .849 .000 .000 .000 .250 .250 .9Q(L
9
6
1
2
7
_0
-
-
-
-
-
-
Branch Engineering, Inc.
31 0 5th Street
Springfield, OR 97477
541-746-0637
-
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-
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-
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-
-
-
-
-
-
File Name
Site Code
Start Date
Page No
: Gateway Street at West Site Access (AM)
: 01005701
: 5/4/2010
: 1
Q~Ql!P_U'finl~d- Vehicles-.:..Hc.'!YY Vehicles
Southbound Westnound Northbound I Eastbound
_Star:tJ)rne_ Right I Tnru i--Left 1 Peds ~pp. Tolal ~gh. t.1 Th'.U !Left Peds ~PP:_I~ -.Bjg~ Thru ~I Peds \~PP':"~~_ Right 1 Thru [~ Peds j~PP' Tolal F;.cI" 1",.1 I ["duo T""I_\II11.
Total \
Factor \.0 ~ \.0 ~-'~ ~\_,.9_-1,O [JJL_~Ul_~,~__LJl_ 1.0 ~~~~~L9_~___~~_
07:45 AM ---0- 0 ] 0 1 2 (} - I 0 3 3 0 0 0 3 0 0 0 0 0 0 7 _L..
-T;U;t-o 0 I 0 I 2 0 I 0 3 3 0 0 0 3 0 0 0 0 0 0 7 7
I I Southbound Westbound Northbound -I Eastbound
~tart Time _BJghJ.J~~C:;;PR' Total _>lL1 ThruJ~~~PeJs 1~PP' Total _Rjgt!L1 Th~L~jtJ_ Pe~ Right [_IhI.l'L[--(~en I Peets I~PP""JSl~
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak] of I
Peak Hour for Entire Intersection Begins at 07'45 AM
07:45 AM
08:00 AM
081SAM
~~30AM
. Total Volume
_ % Al?R. Total
e-
m
It
::0
CD
~
~.
a..
08:00 AM 0 0 0 0 0
08:15AM 0 0 0 0 0
08:30AM 0 0 I 0 I
Grand Total 0 0 2 0 2
Apprch % 0 0 100 66.
Total % 0 0 7.1 7.1 ~
vehi"e~ 0 0 2 2
% Vehicles 0 0 100 0 lOlL 10
Heavy Vehicles 0 0 0 0
"f.H....""Vdll"l<:s 0 0 0 0 0
0 0 0 0 0 9 0 0 0 9 0 0 0 0 0 0
I 0 I 0 2 5 0 0 0 5 0 0 0 0 0 0
I 0 0 0 I 3 0 0 0 3 0 0 0 0 0 0
4 0 2 0 6 20 0 0 0 20 0 0 0 0 0 0
7 0 333 0 100 0 0 0 0 0 0 0
3 0 7.1 0 21.4 71.4 0 0 0 71.4 0 0 0 0 0 0 I
4 0 2 0 6 20 0 0 0 20 0 0 0 0 0 0
0 0 100 0 100 100 0 0 0 100 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 ~I 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
9 9
7 7
S S
28 28
no
o 28
L-IQ<L
o 0
o 0
]n!'.lQt~1
0 0 1 I 2 0 t 0 J 3 0 0 0 3 0 0 0 0 0 7
0 0 0 0 0 0 0 0 0 9 0 0 0 9 0 0 0 0 0 9
0 0 0 0 I 0 I 0 2 5 0 0 0 5 0 0 0 0 0 7
0 0 I I I 0 0 0 I 3 0 0 0 3 0 0 0 0 0 5_
0 0 2 2 4 0 2 0 6 20 0 0 0 20 0 0 0 0 0 28
0 0 100 66.7 0 333 Q 100 0 0 0 0 0 0 0
.000 .000 .500 .500 .500 .000 .500 .000 .500 .556 000 .000 000 526 .000 .000 000 .000 DOlL --12L
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-
-
-
-
-
-
-
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
-
-
-
-
-
-
-
-
-
-
-
-
File Name
Site Code
Start Date
Page No
: Gateway Street at West Site Access (PM)
: 01005702
: 5/4/2010
: 1
GrollRs Printed- VeJ]lcJ~_~-.:Jleayy VCD.is.lcs
-
Southbound Westbound
_Start3)me_ -B!g~i Thru=l~ Len I pedS~PP_ Tot.1 Right r Thruj Leftj- Peds I~PP' Tol.1
Factor 1.0 1.0 1.0 __LO ----LCL -'.0 ----LCL ._~. _
_0.1:.45 PM o 0 I 0 I 3 0 I 0 4
Total 0 0 I 0 I 3 0 I 0 4
05:00 PM
05:15PM
0530 PM
Grand Total
^ pprch %
Total %
Vehicles
%,{~.hjcles
He<<vy Vehicles
'Yo Hc.vy Vchic1c.
! 0 0 I 0 I 4
0 0 4 0 4 I
0 . 0 3 0 3 3
0 0 9 0 9 II
0 0 100 78.6
0 0 19.1 19.1 23.4
0 0 9 9 II
0 0 100 0 100 100
0 0 0 0 0
0 0 0 0 0 0
Northbound Eastbound
_, Ri~~ ~ T~~. ~~~J pe~,~ ~PpTOI'l_ Ri~~1 T~~ {-Il~~J~~~~-'~P~_Tou~ _::~"~.l~:~T~"'~i-~~Tom~-1
I 6 0 0 0 6 0 00 0 0 __.9__1.1____..1.1.:.
I 6 0 0 0 6 0 0 0 0 0 0 II II
o
o
o
o
o
o
o
o
o
o
6 0 0 0 6 0 0 0 0 0 0 I
8 0 0 0 8 0 0 0 0 0 0 I
4 0 0 0 4 0 0 0 0 0 0 I
24 0 0 0 24 0 0 0 0 0 0 4
100 0 0 0 0 0 0 0
51.1 0 0 0 51.1 0 0 0 0 0 0 10
24 0 0 0 24 0 0 0 0 0 0
100 0 0 0 100 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
I 0 5
0 0 I
I 0 4
3 0 14
21.4 0
6.4 0 29...:.L_
3 0 14
100 0 IQ(L
0 0 0
0 0 0
2 12
3 13
I II
7 47
o
o 47
0__100
o 0
o 0
I Southbound b Westbound -,- Northbound -, Eastbound I
Start Time _ Rjgl1L1 ThruJ Left I~PP_ Total RigbLl-Ih[~~eft I Peds l~pP:, TO~ghl 1 Thru I LetLl Peds~[~_!"ijght I Thru r---'-~fq_r:ed~_[~pp~~L J!lU_QffiLI
Peak Hour Analysis From 04:45 PM to 05:30 PM - Peak I of I
Peak Hour for Entire Tntersection Begins at 04'45 PM
04:45 PM 0 0 I I 3 0 I 0 4 6 0 0 0 6 0 0 0 0 0 II
05:00 PM 0 0 I I 4 0 I 0 5 6 0 0 0 6 0 0 0 0 0 12
05:15 PM 0 0 4 4 I 0 0 0 I 8 0 0 0 8 0 0 0 0 0 13
05:30 PM 0 0 3 3 3 0 I 0 4 4 0 0 0 4 0 0 0 0 0 II
. Total Volume 0 0 9 9 II 0 3 0 14 24 0 0 0 24 0 0 0 0 0 47
~o...8RR, Total 0 0 100 78.6 0 21.4 0 10.0 0 0 0 0 0 0 0
PHF i-I .000 .000 .563 .563 .688 .900 .750 000 .700 .750 .000 .000 .000 .750 .000 000 .000 000 .000 .904
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-
-
-
-
-
-
-
-
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
541-746-0637
-
-
-
-
-
-
-
-
-
File Name
Site Code
Start Date
Page No
: Kruse Way at North Site Access (AM)
: 01005703
5/5/2010
: 1
Gr9J}I!~ Printed- Vchiclr;s. tit:.1!yy_'6:hicles
ApI" Total
App,Total
1.0
3
3
1.0
o
o
o
o
08:00 AM 0 0 0 0 0 0 0 1 0
08:15AM 0 0 0 0 0 0 0 3 0
08:30AM 0 0 0 0 0 0 0 0 0
and Total 0 0 0 0 0 0 0 7 0
Apprch% 0 0 0 0 0 0 100 0
Total % 0 0 0 0 0 0 0 17.1 0 1
Vehicles 0 0 0 0 0 0 0 7 0
<.l Vehicles 0 0 0 0 0 0 0 100 0 1
Vehicles
vyYehicles 0 0 0 0 0 0 0 O. 0
G,
%
Heavy
%Hea
3
3
Right
1.0
o
o
App.Total
4
4
I
3
o
7
2 0 5 0 7 5 0 0 0 5 13
1 0 6 0 7 4 0 0 0 4 14
I 0 3 0 4 1 0 0 0 1 5
4 0 18 0 22 12 0 0 0 12 41
.2 0 81.8 0 100 0 0 0
. "-------0 43.9 0 53.7 29.3 0 0 0 29.3
4 0 18 0 22 12 0 0 0 12 41
0 0 100 0 100 100 0 0 0 100 100
0 0 0 0 0 0 0 0 0 0 0
18
7,] ~
7
00 JO
o
~tart Tim' ~jgl1Ll Thm lout~~~~ld Pod, I Ape T""d R;,",-I
Peak Hour Analysis From 07:45 AM to 08:30 AM - Peak] of 1
Peak Hour for Entire Intersection Begins at 07'45 AM
07:45 AM
08:00 AM
08:15AM
O~::l.!L~
::I. Total Volume
ce. % ARR. Total
iil PI(!;:)
- Ql
en '- _
c: c= (j)
[ ~ ;0
== (j)
'Il) ,'= 0
- ..... CD
a ~:
a.
'-;J-- ~ - I
Westbound Northbound Eastbound
Thru I --Cfir Peds L.6PR- Total Right 1 Thru r---L~-ft-I~I.f.PI'- TOlal Rig~1 Th_~d--~'l-eftT Peds L1'oPI" Tot'!L Int. T01"U
0 0 0 0 0 0 0 3 3
0 0 0 0 0 0 0 1 0 1 2 0
0 0 0 0 0 0 0 3 0 3 1 0
_0_ 0 0 0 0 0 0 0 0 0 I 0
0 0 0 0 0 0 0 7 0 7 4 0
0 0 0 0 0 0 tOO 0 18.2 0 8
JW 000 .000 ,000 0.00 .000 .000 5B3_ 000-----2I<;L ~5_09 .000
0 7 5 0 0 0 5 13
0 7 4 0 0 0 4 14
0 4 1 0 0 0 I _5_
0 22 12 0 0 0 12 41
0 100 0 0 0
009_ .786 .600 .000 900 000 .@PJ_ --,-73)~
5
6
3
18
1.~
750
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Branch Engineering, Inc,
310 5th Street
Springfield, OR 97477
541-746-0637
File Name
Site Code
Start Date
Page No
: Kruse Way at North Site Access (PM)
: 01005704
: 5/5/2010
: 1
Groups Printed- Vehicles - Heavy Ve-'!i~les
"------.--- --_._-~------
/
Southbound Westbound Northb
f-StartJ)lJ1e_ .B!gl.!!.-.] Thru [- L;nJ Peds I~PY- TOlal Right .1 Thru r Le-fi! pe~s l~PP TOIOI- Right 1 Thru-J~'Le
~_E~f!QL -L!L -L!L -L!L 1.0 ~ ~__l&._I..0__l.0_ ~ -L!L -L!L I.
04:45 PM 0 0 0 0 0 0 0 I 0 I 4 0
Total 0 0 0 0 0 0 0 I 0 I 4 0
0500 PM
05:15PM
05:30 PM
Grand Total
Apprch%
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%Ve.bjs:L~s
Heavy Vehicles
'Y,HcavyVchic1c.
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n I" Peds 1..!:P.P..:.To1al Right 1 Thru 1-- Left 1 Peds _I~PP TOla;- 1',:.:01" TnI'~1 if><l" Tnl.1 -I In\. T~~~I
----'L---LCL~-1D_---LCL~_l!L-L!L ~___
5 0 9 4 0 0 0 4 0 14 14
5 0 9 4 0 0 0 4 0 14 14
0 0 0 0 0 0 0 2 0 2 5 0 7 0 12 5 0 0 0 5 0 19 19
0 0 0 0 0 0 0 3 0 3 7 0 8 0 15 7 0 0 0 7 0 25 25
0 0 0 0 0 0 0 4 0 4 II 0 12 0 23 9 0 0 0 9 0 36 36
0 0 0 0 0 0 0 10 0 10 27 0 32 0 59 25 0 0 0 25 0 94 94
0 0 0 0 0 100 0 45.8 0 54.2 0 100 0 0 0
0 0 0 0 0 0 10.6_0---,Q,L ~..7 0 34 0 62.8 26.6 0 0 0 26.6 O~IQ.o~_
0 0 0 0 0 0 10 0 10 27 0 32 0 59 25 0 0 0 25 0 0 94
0 0 0 0 0 0 0 100 0 100 100 0 100 0 100 100 0 0 0 100 0 0 100
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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Southbound Westbound Northbound Eastbound
Slart Tim~ RigbLl-Ib!!!J~I~PJl' Total Right I Thru I Left l~d_~_J_~PP:' Total ----.Rjgb1J Thrt) r-'--l~~jir P~d.L]~PP' Total -.Bjghl I Thru ~eft I Peds I ApR_ Total In!. TQ!~J
Peak Hour Analysis From 04:45 PM to 05:30 PM. Peak I of]
Peak Hour faT Entire Intersection Begins at 04"45 PM
04:45 PM 0 0 0 0 0
0500 PM 0 0 0 0 0
05,15PM 0 0 0 0 0
0530 PM 0 0 0 0 0
Total Volume 0 0 0 0 0
~~_.~RR' Total 0 0 0 0
PHF .000 .000 '.000 .000 .000
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3 7 0 8 0 15 7 0 0 0 7 25
4 11 0 12 0 23 9 0 0 0 9 36
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JUN 3 0 2010
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Date Received:
JUN 3 0 2010
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Date Received:
JUN 30 2010
Original Submittal
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Date Received:
JUN 30 2010
Original Submittal
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APPENDIX
o
CITY OF SPRINGFIELD CRASH DATA
Date Received:
JUN 3 0 2010
Original Submittal
-
-
CD.s38Q
5/12/2010
-
-
-
CITY Of SPRINGfIELD, LANE COUNTY
, 0
, . , ,
, A U U 0 DATE CLASS CITY STREET
SER~ , L 0 " R OM DIST FIRST STREET
INVEST U L K TIME FROM SECOND STREET
02513 , N N 07/13/2006 " GATEWAY 5T
CITY '"" 0 KRUSE WAY
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OREGON DEPARTMENT Of TRANSPORTATIOI'l - TRANSPORTATTON OSVELOPMENT DIVISION
'TRJ'..NSPDRTA'II0N DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
PAGE:
Gateway. Kruse Way plus 200 feet
Janc;'Hy.1, 2006 through Decembe[ 31, 2008
TNT-TYP SPCLUSE
(MEDIAN) INT-REL OFF-RD \~THR CRASH TYP 1RLR QTY MOVE A S
LEGS TRAF- RNDBT SURE' COLL TYP OWNER FROM PRTC 'NJ 0 , LIeNS '00
I#LANESl CONTL DRVdY LIGHT SVRTY V. VEH TYPE " " TYPE SV1'lTY , K ReS LOU ERROR ACTN EVENT CAUSe:
3-LEG N N UC. ANGL-OTH " NONE STRGHT "
NONE N 0" TURN PRVTE N , 0" "
N DAY INJ MTRSCTR 01 O'VR INJB " , UN' 000 0" 10
OR<2S
02 NONE TURN-R
PRVTi': , N OJ; 00
PSNGR CAR 01 ORVR NONE H M OR-Y "0 0" "
OR<25
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Date Received:
JUN 3 0 2010
Original Submittal
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CD5380 5/12/2010 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY OF SPRINGFIELD, LANE COUNTY Kruse Way @ Gateway
January 1, 2006 t_hrQugh December 31, 2008
S P
, , S W INT-T'tP SPCL USE
, A U , 0 DATE CLASS CITY STREET RD CHAR (MEDIAN) INT-REL OFF-RD WTHR CRASH T'YP TRLR QTY MOVE A S
SER# , 1 G , , '" OIST fIRSTSTREE:T DIRECT LEGS TRAF- RNDBT SURf COLL TYP OWNER rnOM PRTC '" G , LIeNS '10
INVEST , 1 , nME FROM SECOND STREET LQCTN (#LAN8S\ CONTL ORIlWY LIGHT SVR1Y V. VEH TYPE TO " TYPE SVRTY , X 'ES lOe ERROl< ACTN EVENT CAUSE
02~13 " N N 07 t:.3/2~06 l' GATEWAY 51 INTER ]-LEG N N PlA MGL-OTH or NONE 0 STRGHT ::'0
CITY Tho 0 KRUSE WAY , NONE N 0'" TURN PRVTE N S 000 00
" 06 N OA' lNO MTRSCTR 01 PAVR !NJB " f UNK 000 0<0 10
OR<25
" NONE TURN-R
?RVlE , " 015 00
PSNGR CAR 01 DRVR NONE " M OR-V 000 000 00
ORGS
04495 N , N 11/30/2007 16 GATEWAY ST INTER 3-LEG " N '10 "D " NONE STRGHT 18,10
CITY Fri 0 KRllSE WAY 5 CONE " OR' '10 pRVTE N , 000 00
5> 00 N DLIT m PSNGR CAR " om NONE " M OR-V 000 osa 10
OR<25
STRGBT 01 "D KILL n M " 054,028 03< 16,19
" ,
00702 N N N 03/03/2008 16 GATEWAY ST INTER 3-LEG N N RA1N S-lSTOP or NONE STRGHT "
NONE Mo" 0 KRUSE WAY 5 UNKNOWN N NE' ReAR PRVTE , N 000 00
" " N 0"' >00 PSNGR CAR 01 PAVR NONE l6 f OR-Y 026 000 "
QR<25
" NONE STOP
PRVTE , " all 00
PSNGll. CAR 01 ORVR NONE 00 M OR-V 000 000 00
OR:>25
00941 N N " 03/21/2008 16 GATEWAY ST IN"TER ]-LEG " " '" -ANGL-OTH 01 NONE TURN-L "
NORPT Fri 0 KR1JSE WAY eN STOP SIGN " 0", TURN PRVTE , 5 m co
m 02 " 0", >00 PSNGR CAR " om NONE 35 f OR-V "5 .000 02
OR<25
" ;JONE STRCHT
P!<VTE N OCO 00
?SNGR CAR " DRVR NONE 61 f OTH-Y OCO 000 00
N-RES
01717 N " " OS/23/2006 16 GATEWAY ST INTER 3-LEG " N RAl6 ANGL-OTH 01 NONE STRCHT "
NORPT Fri 0 KRUSE WAY eN STOP SIGN " ''ET TURN PRVTE N 000 00
l' ,02 N 0"' '" PSNGR CAR 01 ORVR NONE n f OR-V 000 000 00
OR<25
0 02 NONE TURN-L
PflVTE , S 01; co
::I, PSNGR CAR 01 PAVR INJC " f OR-V 028 000 02
(Q
:]' OR<25
03102~ " " 0902008 18 GATEWAY ST INT~R 3-LEG N N Cle ANGt.-OTH or NONE 0 STRGH1' C2
NONE <- ,,0) 0 KRUSE WAY eN STOP STGN N 0'" A..'<GL PRVTE , N 000 00
en c= 3P$" 02 Y OAY >00 PSNGR CAR 01 PAVR NONE <5 f OR-Y 000 000 00
<: OR<25
tT Z ;:u
3 U) 02 NONE STRGHT
;:;: <D PRViE W 015 00
- ;= @. PSNGR CAR 01 PAVR NOllE 00 M OR-V 0'" 000 C2
~ ..., OR<25
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-
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CDSJ80 5/12/2010 OREGON DEPARTMENT OF TEANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
UrmAN NON-SYSTEM CRASH LISTING
CrTY OFSPRINGFlELD, LANE COUNTY Kruse Way @ Gilteway
January 1, 2006 throllyh December 31, Z008
, 0
, , 3 w 1NT-TVP "PCL USE
, A U , 0 DATE CLASS CITY STREET RD CHAR (MEDIAN) lNT-REI. OFf-RD WTHR CRASH TVP TRLR OTY MOVE A S
SERU , , G , K '^, DIST FIRST STREET DIRECT LE:GS TRlIf- RNDET SURf COLL TYP QWNf.R '"OM PRTC 'NO G , LIeNS '00
llNEST , , K THIE FROM SECOND STREET LOCTN (nANESl CONTL DRVWY LIGHT SVRTY V# VEH TYPE m eo TYPE SVRTY , , m WO ERROR ACTN EVENT CAUSE
00074 N N N 01/07/2006 H GATEWAY 5T INTER 3-LEG N N '"''' O-ITURN " NONE STRGHT "
'"' 0 KRUSE WAY CN UNKNOWN N we, TURN PPVTE N 000 00
" 0< " N '^, 'NO PSNGR CAR " DRVR INJB " , Oll.-Y 000 000 00
OR<25
" NONE TUll.N-L
PRV,E , E 000 00
PSNGll. CAR " ORVR NONE '" M OR-Y 00< 000 "
OR<25
00707 N N N 02127/2006 10 GATEWAY 51' INTER 3-LEG N N '"'W O-lTURN " NONE STROHT "
Moo KRUSE WAY CN UNKNOWN N "" TURN PRVTE , N 000 00
" "' " N DUSK 'NO PSNGll. CAR " DRVR INJC " , OR-Y 000 000 00
OR<25
" NONE TURN-L
PRVTE N , 000 00
PSNGR CAR " DK", NONE " M OR-Y 00' OOD "
OR<25
OCl940 N N N 03/1E!/2006 " GATEWAY ST INTER 3-LE:G N N OCR O-lTURN " NONE TURN-L "
Sat 0 KRUSE WAY CN UNKNOWN N on TURN PRVTE N , 000 00
" 0< " N DLIT '"0 PSNGR CAR " DRVR NONE " M OR-Y 00' 000 "
OR>25
C2 NONE 0 STRGHT
P[{Vn: s N 000 00
PSNGR CAR " DRVR NONE " M OR-Y 000 000 00
.OR<25
C2 PSN'G NO<5 " M 000 000 00
01146 N N N 04/03/2006 " GATEWAY ST INTER 3-LEG N N OCR O-lTURN " NONE STRGHT C2
Men 0 KRUSE WAY eN UNKNOWN N OR' '"'"' PRVTE , N 000 00
SA "' " N '^, '00 P5NGR CAR " OR"' NONE " , OR-Y 000 000 00
OR<25
C2 NONE TURN-L
PRVTE N , 000 00
PSNGR CAR " OR"' NONE 72 M OR-Y 00' 000 "
OR<25
01181 N N N 04/07/2006 " GATEWAY 51 INTER 3-LEG N N CW 0-lTURN " NONE STRCHT 013,079 "
CITY '" 0 KRUSE WAY eN lINKNO'NN N OR' TURN PRVTE , N 000 on 00
0 " 0< " N riLlT INJ PS-NGll. CAR " ORVR INJ8 53 F Oll.-Y 000 000 DC
::!. OR<25
CO 02 PSNG INJC 05 M 000 000 00
S' 0 " NONE TURN-L
!!!. PRVTE N E 000 013 00
en ..... l>> PSNGR CAR " ORVR NO"' 13 , OR-Y 00' 000 "
[: c= CD OR<25
C" :z: ;:0 " NONE STOP
3 <..L> PRVTE N , Oil 00
;::;: (I) PSNGll. CAR " OKVR NONE 37 , OR-Y 000 000 00
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CD5380 5/12/2010 OREGON DEPARTMENT Of TRR"ISPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PIl_GE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REt'ORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY OF SPRINGFIELD, LANE COUNTY Kruse Way @ Gateway
January 1, 2006 through December 31, 200B
, 0
p , , W !NT-TYP SPCL USE
, A U e 0 DATE CLASS CITY STREET RD CHAR (MEDIAN) !NT-REL OFF-RD WT" CRASH TYP TRLR QTY MOVE A S
SERij , , G " , D^, OIS1' fIRST STREET DIRECT LEGS TRAF- RNDBT SURf CaLL TYP OWNER mOM PRTe '" G , LIeNS "0
INVEST e , " "Me FROM SECOND STREET LDem (#LANESI CON1'L DRVWY LIGHT SVRTY V. VEH TYPE '0 " TYPE: SVRTY , , m we ERROR ACTN ''''''' CAUSE
01910 " " N OS/29/2006 " GATEWAY 51' INTER 3-LEG N " '" Q-ITURN 0; NONE STRGHT "
M,o 0 KRUSE WAY eN UNKNOWN " Dt''!' TURN PRVTE , N 000 DO
" 04 " N D^, '" PSNGR CAR 0; 0'''' NONE 33 M "" ODD ODD DO
N-RES
02 NONE 0 TURN-L
PRVTE N , ODD DO
PSNGR CAR 01 "'''' INJC 80 M EXP 004 000 02
N-RES
02 PSNG INJC " , 000 000 DO
04 3l~ " , N 11/28/2006 18 GATEWAY ST INTER 3-LEG N N CCN O-lTURN 01 NONE 5TRGHT 02. 10
CITY '"' 0 KRUSE WAY eN NONE N 0" TURN PRVlE , N ODD 00
" D' N DLlT INJ PSNGR CAR 01 DNVR NONE " M OR-Y 000 ODO "
OR<2~
02 PSNG lNJB P 000 000 DO
" PSNG INJB " , ODO DDO DO
02 NONE 0 TURN-L
PRVTE N , 000 00
PSNGR CAR " DRVR INJE " , OR-Y 028 000 N2
OR>2~
00769 N N N 03/04/2007 18 GATEWAY ST INTER 3-LEG N N m O-ITURN " NONE ruRN-L 02
CITY Sun 0 KRUSE WAY eN UNKNOWN N D" TURN PRVlE N , 000 DO
12P " N '^, INJ PSNGR CAR 01 ",VR NONE 29 M OR-V 004.028 000 02
OR<2~
02 PSNG NO<5 03 M ODD ODD 00
02 NONE STRGHT
PRVTE N 000 00
PSNGR CAR " DRVR INJB " , OR-Y 000 ODD 00
OR<25
00816 N N N 03/07/2007 18 GATEWAY S7 INTER 3-LEG N " CLR 0-ITUI\N " NONE TURN-L 02
Wed 0 KRUSE WAY eN UNKNOWN N 0" JURN PRVTE N , 000 00
" " " D^, 'DO PSNGR CAR 01 Dm NONE 42 , OR-Y 044,028 000 02
OR>25
02 NONE STRGHT
0 PRVTE , N 000 DO
PSNGR CAR 01 "'''' NONE " , OR-Y ODD 000 DO
::!, OR<25
lQ
03270 NSr. 09/04/2007 18 GATEWAY ST INTER 3-LEG " N CCN O~lTURN " NCNE STRGHT 02
NONE !!!. '"' C 0 KRUSE WAY eN UnKNOWN N 0" TURN PRVTE , N 000 00
" D' N 0" 'DO PSNGR CAR 01 ON'" NONE 48 M OR-V 000 000 00
C/) '- m OR<2~
c: c: (j)
tT :z 02 NONE TURN-L
3 ::0 PRVTE N , 000 00
'"" PSNGR CAR 01 "'''' NONE DO M OTH-Y 004,028 000 02
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CD53BO 5112/2010 OREGON DEPARTMENT OF TfUlu'lSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE::
TRMlSPO;"'H,TION DATA SECTION - CRASH ANALYSTS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY OF SPRINGFIELD, LANE COUNTY Kruse WilY @ Gateway
January 1, 2006 through December 3>. 2008
, ,
, R , W TNT-TVP SPCLUSE
, A U , 0 DATE CLASS CITY STREET RD CHAR (MEDIAN) INT-REL OFF-RD WTHR CRASH T'tP TRLR QTY MOVE A ,
SER# , L 0 , , ORY PIST rIRSTSTREET DIRECT LEGS TAAF- RNDBT SURf COLL TY? OWNER FROM PRTC '"' 0 , LIeNS ,co
INVEST C L K "ME FROM SECOND STREET LOCTN (#LANESI CQNTL DRVWY LIGHT SVRTY V, VEH TYPE TO '" TYPE SVRTY E K Roe LOC ERROR AeTN EVENT CAUSE
04080 N N N N N 11/03/2007 16 GATEWAY ST INTER ]-LEG N N m O-lTURN 01 NONE STRGHT "
CITY Sat 0 KRUSE WAY CN NONE N '" TURN PRVTE , N '" "
" " N DLlT rNJ PSNGR CAR C1 OR"" INJE " , OR-Y '" '" 00
OR<2S
" NONS TURN-L
PRVTE N , COO CC
PSNGR CAR 01 ORVR NONE " M OR-Y 004,028 COO <"
OR>2S
00489 N N N 02/10/2008 16 GATEWAY ST lNTE:R 3-LEG N N m O-lTURN 01 NONE TURN-L "
IlONE: 'co 0 KRUSE WAY CN UNKNOWN " 0" TURN PRVTE N , 00' 00
" 04 N DLIT eoo PSNGR CAR 01 mWR NONIO. " M OR-Y 004,028 OOC "
OR<25
02 NONE , STPGHT
PRVTE , " 000 00
PSNGR CAR 01 OR"" NONE " M OR-Y '" '00 00
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Date Received:
JUN 3 9 2010
Original Submittal
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C05]80 5/13/2010 OREGON DEPARTMENT OF TRA:',SPORTATION - TRANSPORTATION DEVELOPMENT DIVISION I'AGI:;:
TRANSPORTATlON DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTS.'l CRASH LISTING
CITY 01' SPRINGfIELD, LANE COUNTY Segmen~ of Gateway from Kruse Way to 600 feet south
Janua.-y 1, 2006 through Peceml>er 31, 2LlO8
, 0
, ^ , W tNT-TY? SPCL USE
, ^ " C 0 DATE CLASS CITY STREET RD CHAR (MEDlAN) INT-REL OFF-RD WTH. CRASH TY? TRLR QTY MOVE A ,
SER~ c G H . OA' OIST fIRST STREET DIRECT LEGS TRAf- RNDBT SURF" COLLTYP OWNER FROM PRTC 'NO G , LIeNS ,GO
INVEST C 1 K TIME FROM SECOND STREET LOCTN I#LANE:Sl CONTL DRV'tJY LIGHT SVRTY V. VEH TYPE " eo TYPE SVRTY , K ." cOG ERROR ACTN EVENT CAUSE
02695 , N N 07/n/2001 " GATEVlA'i " STRGHT , N OCR S-STRGHT " NONE STRGHT 01
NONE '"" '00 GATEWAY l> N INONE) TH SIGNAL , '" REAR PI\VTE , N 00' 00
" oe , OA' 'NJ PSNGR CAR " ORVR NONE H M OR-Y '" 000 "
(04) OR<25
" NONE STRGHT
PRVTE , N 006 00
PSNGR CAR 0' DRVR INJC 81 M OR-Y ODD ODD 00
OR>25
04495 N , N 11/30/2007 16 GATEWAY ST INT':R 3-LEG N N CLD ,GO " NONE STRGHT 18,10
CITY Fri 0 KRUSE WAY , NONE N OR' 2GO PRVTE N , 000 00
"' 00 N DLIT FAT PSNGR CAR 01 0,,", NONE " M OR-V 000 oe8 10
OR<25
STRGRT 01 ,GO KILL " M 01 054,028 '" 18,19
., ,
00702 N N , 03/03/2008 16 GATEWAY ST INTER 3-LEG N , AA" S-lSTOP " NONE STRGHT "
NONE Mo" 0 KRUSE WAY " UNKNOWN N wn REAR PRVTE " N 000 00
" C6 N DAY 200 PSNGR CAR OJ DRVR NONE 18 f OR-Y 026 000 "
OR<25
" NONE STOP
PRVTE , N on 00
PSNGR CAR 01 ORVB NONE 00 M OR-Y 000 000 00
OR>25
00663 N N N 02/29/2008 " GATEWAY ST STRGHT , N AA" S-lSTOP 01 NONE STRGHT 013 "
NO RPT Fri l' KRUSE WAY , (NONE) U})KNOWN N "" REAR PRVTE , N 000 00
" C6 N DLIT 1NJ PSNGR CAR 01 DRVR INJ8 " , OR-Y 017,026 000 "
1(}4) OR<;25
02 NONE STOP
PRVTE , , on '" 00
PSNGR CAR OJ ORVB INJC 22 f OR-Y 000 000 00
OR<25
03 NONE STOP
PRVTE 3 N 022 00
PSNGR CAR OJ DRVR NONE 33 , OR-V 000 000 00
0 OR>25
00994 , '01 03/17/2006 " GATEWAY sT STRGHT N N "0 S-lSTOP " NONE STRGHT 01
-CITY CO Fri 25 KRUSE WAY , (NONE) UNKNOWN N OR' REAR PRVTE 3 N 000 '"
3" " C6 , DLIT 'DO PSNGR CAR " DeVB NONE 6< I' OR-V 043,026 000 "
!!!. 0 102) OR<25
(f) '- Q) 02 NONE STOP
c: c: CD PRVTE , N 011 00
CT ~ PSNGR CAR " "VB NONE 23 M OTH-Y 000 000 00
3 ;0 OR-7
.....
01041 yaiN 03/25/QJl6 " GATEWAY ST STRGHT " N RAW S-lSTOP " NONE STRGHT 013 "
III ~., ~ 30 KRUSE WAY , (NONE) UNKNOWN N m REAR PRV'TE , N 000 00
r N" 06 N DLIT WJ PSNGR CAR " "VB NONE " M OR-Y 026 000 "
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CDS380 5/13/2010 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVBLOPMENT DIVISION PAGS:
TRANSPORTATION CATA SECTION - CRASH ANALYSIS AND REPOR,ING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY Of'SPRINGf"IELD, LANE COUNTY segment of Gateway from Kruse Way to 600 feet south
,JarlU1Iry 1. 2006 through December 31, 2008
5 D
e , 5 , INT-TY? SPCLUSE
, , U C 0 DATE C1..J..SS CITY STREET RD CHAR (MEDIAN) INT-REL OFF-RD WTHR CRASH TY? TRLR OTY MOVE A 5
5ER# , C , " , O^, DIST FIRST STREET DIRECT LEGS '[RAr- RNOBT SURF COl,LTYP OWNER fRCM PRTC WJ G , LIeNS ,eo
INVEST 0 C K llME fROM SECOND STREET LoeTN (~LANESI CONTL DRVWY LIGHT SVRIV V" VEH TYPE N " TYPE SVRTY , K ,CO LOO F:RROR ACTN EVENT CAUSE
D2 NONE STOP
<'RVTE 5 " 011 CD DO
PSNGR CAR D1 "VR INJC " M OR-V DOo 000 DO
OR<25
D2 PSNG INJC " 000 000 DO
DO NONE 51'0<'
PRVlE 5 " 011 co
PSNGI', eM D1 DRVR Il0NZ 2D M 01\.-'1 000 000 DO
OR<25
00363 " " N 01/28/2007 l' GATEWAY ST STRGH1 N " PL' S-STRGHT 01 NONE 0 31RGHT "
NO RPT Sun 4D KRUSE WAY , (NONE) UNKNOWN " "y "" PRV'TE 5 N 000 00
" " N DLIT '00 PSNGR CAR 01 ORVR NONE 22 F OR-Y '" 000 "
(04) OR>25
" NONE S1RGHT
PRVTE 5 " 009 00
PSNGR CAR 01 "VR NODE " M OR-Y 000 000 00
OR>25
010~0 N " " 03/2~ /2006 l' GATEWAY 51 ALLE:Y N N PL' ANGL-OTH 01 NONE STRGH! "
fei ;0 KRTJSE 'NAY 5 (NONE) UNKNOWN N 0., "'" PRVTE 5 " 000 00
UA " " OAY eno PSNGR CAR 01 OAVR NONE 31 F OR-Y 000 000 00
104) OR<25
" NONE TURN-I.
PRVTE , , 010 00
PSNGR CAR 01 om NONE " M OR-Y '" 000 "
OR<25
00900 " " N 03/]9/2008 l' GATEWAY ST ALLEY " " RAIN O-11URN 01 NONE STRGHT "
NO RPT N,d 50 KRUSE WAY 5 (NONE) '" SIGN.'\.L " "''' TURN PRVTE 5 N 000 00
9A 06 " OAY eno PSNGR CAR D1 "VB NONE n M OR-Y 000 000 00
10~ ) ClR<.25
" NOIv'E TURN-I.
PRVTE " , 019 00
PSNGR eM 0; DRVR NONE 30 F OR-Y OO~, 028 000 '"
OR<25
02041 N N b 06/011/2006 19 GATEWAY ST STRGHT N N OLe S-STRGHT 01 NONE STRGHT DO
"" " KRUSE WAY 5 (NONEl UNKNOV.'N " DRY SS-O PRVTE " 000 00
~. l' " " DAY 'NO PSNGR CAR 0; DRVR NONE " F OR-Y 0"' 000 06
lQ 1 0 ~) OR-as
3.
!!!. fir D2 NONE STRGHT
PRVTE N 5 000 00
en '- PSNGR CAR 0; OAVB INJC 29 M OR-Y 000 000 00
c: c: C;; OR<25
0- !04/20:tJ
00452 Y "3 l' GATEWAY ST STRGHT N N OW S-lSTOP Cl NONE STI<GHT Cl
CITY [if 200 KRUSE WAY , INONEI UNKNOWN N WET 'CA' PfWTE " S 000 00
c3 (J) " N DLIT INJ PSNGR CAR 01 "VR NODE 57 M OR-Y 0" 000 Cl
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CDS380 5/13/2010 OREGON DEPARTMENT Of TRANSPORTATION - TRANSPORTATION DEVELOE"MEt1T DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY or SPRINGFrELD, LANE COUNTY Segment of Gateway f["om Kruse Way to 600 feet south
January 1. 2006 throuyh De(:emb,;or 31, 2008
S "
, R S , INT-TYP SPCL USE
, A U C 0 DATE CrASS CITY STREET RD CHAR {MEDIAN) INT-REL OFF-RD WTHR CRASH IY? TRLR QTY MOVE A S
SER~ , , G " , OA' DIST FIRST STREET DIRECT LEGS TRAF"- RNDST SURF COLL IY? OWNER FROM PRTC INJ G , LIeNS 'co
INVEST C , K nMe FROM SECOND STREET LOCIN I~LANESl CONTL DRVWY LIGHT SVRTY V. VEH TYPE m eo TYPE SVRTY , X MeS we ERROR AerN EVENT CAUSE
" NONE STOP
PBYTE N S 011 00
PSNGil. eM 0; om INJC " , OR-Y 000 000 00
OR<25
" PSNG TNJC 4' M 000 000 00
00069 N N N 01/01(200e " GATE'IIAY 51 ALLEY N N m BIKE 110 C2
NO RPT ". 100 KRUSE WAY S (NONE) UNKNOWN N 0"' TURN
" "' N OAY INJ STRGHT 01 BIKE INJC 34 M " 000 '" 110 co
104) S N
01 NONE 0 TURN-R
PPVTE , , 01' 00
PSNGR CAR 01 ORVR NONE n , OR-V '" 000 "
OR<2S
02622 N N N N N 07(18/2007 " GATEWAY 51' STRGHT N N """ S-151'OP 01 NONE STRGHT "
CITY '.d JOO KRUsE WAY , (NONE) UNKNOWN N m "AR PRVTE , N 000 00
AA "' N OA' 1NO PSNGR CAR 01 ORVR NONE 21 , OR-V 043,026 000 "
(04) OR<2S
" NONE STOP
PRVTE , N on 00
PSNGR CAR 01 om INJC 5' M OR-V 000 000 00
OR<25
00947 N N N 03121/2008 10 GATEWAY S1' HITER 3-LEG N N m ANGL-OTH 01 NONE TURN-L 02
NO RP1' rri 0 KRLlSE WAY eN STOP SIGN N 0", TURN PRVTE , S 015 00
'" C2 N 0" '00 PSNGR CAR 01 ORVR NONE S, , OR-V 0" 000 "
OR<25
02 NONE STRGHT
PRYTE S N 000 00
PSNGR CAR 01 ORVR NONE " , OrH-Y 000 000 00
N-RES
01717 N N N OS/23/2008 10 GATEWAY ST INTER 3-LEG N N """ ANGL-OTH 01 NONE 0 STRGHT "
NO RPT Fri 0 KRUSE WAY CN STOP SIGN N '" 'U,", P'iW'J:E. , M 000 00
" " 0 N OA' mJ PSNGR CAR 01 ORVR NONE 2S , OR-V 000 000 00
OR<25
" NONE TURN-L
PRVTE E S 015 00
0 PSNGR CAR 01 om INJC 2S , OR-Y 028 000 02
::3, OR<25
03102 N NID 09/19/2008 16 GATEWAY ST INTER 3-LEG N N '" ANGL-OTH 01 NONE STRGHT 01
NONE 3' Fri 0 KRU5E WAY CN 5TOP SIGN N '" AN" PRVTE S N 000 00
~ " fi' 02 , OAY POO PSNGR CAR 01 ORVR NONE 4S , OR-Y 000 000 DC
OR<25
C/) .....
c: c:: CD 02 NONE 0 STP.GKT
0- 2: PRVTE , W 015 DC
3 ::0 PSNGR CAR 01 "VR NONE 00 M OR-Y 028 000 02
f" ... 09..<2."
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C05380 5/13/2010 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION PArA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY Or SPRINGFIELD, LANE COUNTY Segment of Gateway from Kruse Way to 600 feet south
January I, 2006 throuyh December 31. 2008
, ,
, , , W !NT-TYP $PCL USE
, A U , 0 DATE CLASS CITY STREET RD CHAR (MEDIAN) INT-REL OFf-RD "W, CRASH TYP 1'RLR QTY MOVE A S
SE:R# , C , H , DA' OI5T fIRST STREET DIR!;;CT LEGS TRAf- RNOBT SURF COLL TYP OWNER fROM PRTC 1" , , LIeNS ,eo
INVEST C C K TIME FROM SECOND STREET LOCTN (ULANESI CONTL DRVW'{ LIGHT SVRTY "' VE.H 'fYP'F. '0 " mE SVRTY E X '" coe ERROR ACTN EVENT CAUSE
00074 N N N 01/07/2006 " GATEWAY ST INT"R 3-LEG N " HAW O-lTURN " NONE SIRGHT 02
eo, 0 KRUSE WAY '" UNKNOWN N WE' TURN ?RVTE S " 000 00
" " 99 N DA' INJ PSNGR CAR 01 PHVR INJB " , OR-V 000 OOD 00
OR<25
" NONE TURN-L
PRVTE " , 000 OD
PSNGR CAR " DRVR NONE 18 M OR-V OD' 000 02
OR<25
00707 " N " 02127/2006 16 GATEWAY Sf INTER 3-LEG " N HA;K Q-ITURN " NONE 0 STRGHT 02
Moo 0 KRUSE WAY GK UNKNOWN N .Dl ,U'"' PRVTE 6 " 000 00
" " 99 N DUSK lNJ PSNGR CAR 01 DHVR INJC " , OR-V ODO ODO 00
OR<25
02 NONE TURN-L
PRVTE N , oeo 00
PSNGR CAR 01 ORVR "OKE " M OR-Y 004 oeD 02
OR<2!',
00940 " " N 03/18/2006 16 GATEWAY ST INTER 3-LEG N " m Q-ITURN 01 NONE TUtlN-L 02
'"1 0 KRUSE WAY GK UNKNOWN " '" TURN PRVTE N , 000 00
" 04 66 " DLIT RDO PSNGR CAR 01 PHVR "OKE " M OR-V 004 000 02
OR>25
02 NONE STRGHT
PRVTF. 6 " 000 00
PSNGR CAR 01 DRVR NON:: " M OR-V 000 000 00
OR<25
02 PSNG 1'10<5 " M 000 000 00
01146 " N N 04/03/2006 16 GATEWAY ST INTER ]-LEG " " '" Q-ITURN D1 NONE STRGHT 02
Moo 0 KRUSE WAY GK UNKNOWN N PH' TURN PRVTE 6 " 000 00
"' " 66 " 0" ROO PSNGR CAR 01 PHVR NONE " , OR-V 000 000 00
OR<25
02 NONE TUFN-L
Pl<VTE N , ODO 00
PSNGR CAR 01 PHVR NONE " M OR-Y OD' OOD "
OR<25
01181 N NO 04/07/2006 " GATEWAY ST INnR 3-LEG " N ,CO O-lTURN 01 NONE STRGHT 013,07'3 02
CITY Fri 0 KRlISE WAY GN UNKNOWN N '" TURN PRVTE , " '" 01S 00
::2, " 04 " N DLIT 1"' PSNGRCAR 01 DRVR INJB " F OR":'Y 000 '00 00
tD OR<25
3' 0 02 PSNG INJC 65 M OOD 000 oe
!!!. " NONE 0 'l'URN-L
en '- Q) PRVTE N E OOD 013 00
c: c:: CD PSN(,R CAR 01 ORVR NONE 15 , OR-Y 004 000 02
0- :z OR<25
3 .... ;0
;:;: (J) 03 NONE STOP
r = PRVTE N , 011 00
~ PSNGR CAR D1 DRVR "KE 30 , OR-Y 000 000 DO
~ OR<25
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CDS380 5/13/2010 OREGON DEPARTMENT 0"" TRANSl'ORTATION - TRANSPORTATION DE;VELOPMENT DIVISION PAGE:
TRA.',SPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTEM CAASH USTiNG
CITY OF SPRINGFIELD, LANE COUNTY SegTnent of Gateway from Kruse Way to 600 fe"'tsouth
.January 1. 2006 ~hrough Pecember 31, 2008
, 0
, , , W TNT-TY? SPCL USE
, A " , 0 """ CLASS crTY STREET RD CHAR {MEDIAN) !NT-REL OfF-RD WTHR CRASH ryp TRLR OTY MOVE A ,
SERn , C 0 " , DM 015T F"lRSTSTREET DIRECT LEGS TRAF- RNDBT SURF COLLTYP OWNER fROM PRTC mJ 0 , LIeNS "D
INVEST C C " "Me FROM SECOND STREET LOCTN (#LANES) CONTL LJR\I",;Y LIGHT SVRTY V. VEH TYPE '0 " TYPE SVRTY , x m ..DC ERROR ACTN EVENT CAUSE
01910 , N , 05/29/2006 " GATEWAY 5T INTER 3-LEG N , '" Q-ITURN OJ NONE 0 STRGHT 02
MON 0 I<RUSE WAY '" UNi<NOWN N 0" TURN PRVTE , , 000 00
" " " , OAY .NJ PSNGR CAR " om NONE D M '" 000 000 00
N-RES
n NONE TURN-L
PRVTE , E 000 00
PSNGR CAR 01 om INJC 80 M '" 00' 000 n
N-RES
n PSNG INJC " , 000 ODO DO
04]15 N Y N 11/28/2006 " GATEv.'AY 51 INTER ]-LEG , , eLR Q-ITURN 01 NONE STRGHT 02,10
CITY 'NO 0 KRUSE WAY eN NONE N ORY 'UR' PRVTE , N 000 00
" DO N DLlT mJ PSNGR CAR 01 ORVR NONO: 20 M OR-Y 000 000 "
OR<25
02 PSNG INJB n , 000 000 DO
"' PSNG WJB " , 000 000 00
02 NONE TURN-L
PRVTE N E 000 00
PSNGR CAR 01 ORVR INJB " , OR-Y 026 000 02
OR>25
00769 , N N 03/04/2007 " GATEWAY ST INTER ]-LEG , , ceo Q-ITURN 01 NONE 0 TURN-L D2
CITY Sun 0 KRUSE WAY eN UNKNOWN N 0" TURN PRVTE N E 000 00
'" DO , ORY WJ PSNGR CAR 01 ORVR NONE 2B M OR-V 004,028 000 02
OR<25
n PSNG NO.::5 03 M 000 000 00
n NONE STRGHT
PRVTE , , 000 00
PSNCR CAR 01 ORVR II1JS ;, , OR-Y 000 000 DO
OR<25
00816 , N N 03/07/2007 " GATEWAY $T INTER 3-LEG N N CLR O-lTURN " NONE TURN-L 02
Wod 0 KRUSE WAY eN UNKNOWN N 0" TURN PRVTE N , 000 00
" DO N ""Y '00 PSNGR CAR " DRVR NONE " , OR-V 044,028 000 02
OR:>25
0 02 NONE 0 STRGHT
::3" PRVTE , N 000 00
CQ PSNGR CAP. 01 ORVR 'ONE " , OR-V 000 000 00
S" OR<25
03270 !It, N 09/0~O7 " GATEWAY 51 INTER )-LEG , N m O-ITURN 01 NONE 0 STRGHT 02
NONE en "- TueD) 0 KRUSE WAY CW UNKNOWN , D" TURN PRVTE , N ODD DO
c: ~ " - DO N OAY "D PSNGR CAR 01 ORVR NONE 46 M OR-Y ODO ODO 00
~ (J) OR<25
.... ;:0 02 NONE 0 TURN-L
r (J) PRVTE N , ODD 00
= PSNGR CAR " DRVR NONE 00 M OTH-Y 004,028 ODD 02
~ ~ N-RES
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
CDS380 S/13/;?OlO OREGON DEPARTMENT OF TRANSPORTATIQN - TRANSPORTATION DEVELOPMENT DIVISION PAGE;
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
CITY OF SPRINGFH;LD. LANE COUNTY Segment of Gateway tlOom Kruse Way to 600 feet south
JClfluaryl, 2006 through December 31, 2008
S ,
, , s W TNT-TY? SPCL USE
, A U , 0 DATE 'LASS CITY STREET RD CHAR (MED1AN) INT-REL OFF-RD WTHR CRASH TY? TRLRQTY MOVE A S
SER# , C S H , '" DrST FIRST STREET DIRECT L!':GS TRAF- RNDBT SURF COLL TV>' OWNER FROM PRTC INO S E LIeNS 'EO
INVEST , L K nMe FROM SECOND STREET LOCTN I#LANES\ CONTL DRV"y LIGHT SVRTV V. VEH TYPE TO eo TYPE SVRTY E X 'ES cos ERROR ACTN EVENT CAUSE
04080 H 1'1 N H H 11/03/2007 16 GATEWAY 5T INTER 3-LEG N N m Q-ITURN 01 NONE STRGHT 02
CITY '" 0 KRUSE WAY ow NONE N OAT TURN ?RVTE S N 000 00
" 01 H DLIT TNJ t'SNGR CAR 01 ORVR WeB 23 , OR-Y 000 000 oe
OR<25
02 NONE. TURN-t,
PRVTE: H , 000 00
PSNGR CAR 01 OAVR NONE " M OR-Y 004,028 oeo 02
OR>25
00489 " " H 02110/2008 l' GATEWAY ST lNTER 3-LEG N H eLl< O-lTURN 01 NONE 0 TURN-I. 02
NONE S"" 0 KRUSE WAY CH UNKNOwN H 0"' TURN PRVTE " , 000 00
" " H DUT '"0 PSNGR CAR 01 DRVR NONE n M OR-Y 004,028 oeo 02
OR<2S
02 NONE STRGHT
PRVTE , H 000 00
PSNGR CAR 01 OAVR NONE " M OR-Y 000 000 00
OR<25
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-
-
-
-
-
-
ACTION CODE TRANSLATION LIST
ACTION SHORT
CODE DESCRIPTION
000 NONE
001 SKID::lED
OOZ ON/OFF' V
003 LOAD OVR
006 SLOW DN
007 AVOIDING
008 PAR PARK
009 ANG PARK
010 INTERFERE
011 STOPPED
012 STP/L TRN
013 S1P TURN
015 GO A/STOP
016 TRN A/RED
017 LOSTCTRL
018 EXIT DWY
019 ENTR DWY
020 STR ENTR
021 NO DRVR
022 PREY eOL
023 STALLED
024 DRVR DEAD
025 FATIGUE
026 SUN
027 HDLGHTS
028 ILLNESS
029 THRU MED
030 PURSUIT
031 PASSING
032 PRKOFFRD
033 CROS MED
034 X N/SGNL
035 X 1~1 SGNL
03(; DIAGONAL
037 BTWN I:-1T
038 DISTRACT
039 W/TRAf-S
040 A/TRAF-S
041 W!TRAF-P
042 A/TRAF-?
043 PLAYINRD
044 PUSH MV
045 WORK ON
050 LAY ON RD
051 ENT OFFRD
088 OTHER
099 UNK
NO ACTION OR NON-WARRANTED
SKIDDED
GETTING ON OR OFf STOPPED OR PARKED VEHICLE
OVERHANGING LOAD STRUCK ANOTHER VEHICLE, ETC.
SLOWED DOWN
AVOIDING MANEUVER
PARALLEL PARKING
ANGLE PARKING
PASSENGER INTERFERING WITH DRIVER
STOPPED IN TRAFFIC NOT WAITING TO MAKE A LEFT TURN
STOPPED BECAUSE OF LEFT TURN SIGNAL OR WAITING, ETC.
STOPPED WHILE EXECUTING A TURN
PROCEED AFTER STOPPING FOR A STOP SIGN/~LASHING RED.
TURNED ON RED AFTER STOPPING
LOST CONTROL OF VEHICLE
ENTERING STREET OR HIGHWAY FROM
ENTERING ALLEY OR DRIVEWAY FROM
BEFORE ENTERING ROADWAY, STRUCK
CAR RAN AWAY - NO DRIVER
STRUCK, OR WAS STRUCK BY, VEHICLE OR PEDESTRIAN IN PRIOR COLLISION BEFORE Ace. STABILIZED
VEHICLE STALLED
DEAD BY UNASSOCIATED CAUSE
FATIGUED, SLEEPY, ASLEEP
DRIVER BLINDED BY SUN
DRIVER BLINDED BY HEADLIGHTS
PHYSICALLY ILL
VEHICLE CROSSED, PLUNGED OVER, OR THROUGH MEDIAN BARRIER
PURSUING OR ATTEMPTING TO STOP ANOTHER VEHICLE
PASSING SITUATION
VEHICLE PARKED BEYOND CURB OR SHOULDER
VEHICLE CROSSED EARTH OR GRASS MEDIAN
CROSSING AT INTERSECTION NO TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION - TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION - DIAGONALLY
CROSSING BETWEEN INTERSECTIONS
DRIVER'S ATTENTION DISTRACTED
WALKING, RUNNING, RIDING, ETC., ON
WALKING, RUNNING, RIDING, ETC., ON
WALKING, RUNNING, RIDING, ETC. ON
WALKING, RUNNING, RIDING, ETC. ON
PLAYING IN STREET OR ROAD
PUSHING OR WORKING ON VEHICLE IN ROAD OR ON SHOULDER
WORKING IN ROADWAY OR ALONG SHOULDER
STANDING OR LYING IN ROADWAY
ENTERING I STARTING IN TRAFFIC LANE FROM Off-ROAD
OTHER ACTION
UNKNOWN ACTION
LONG DESCRIPTION
ALLEY OR DRIVEWAY
STREET OR HIGHWAY
PEDESTRIAN, ETC. ON
SIDEWALK OR SHOULDER
SHOULDER
SHOULDER
PAVEMENT
PAVEMENT
WITH TRAFFIC
FACING TRAFFIC
WITH TRAFFIC
FACING TRAFFIC
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-
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-
-
-
-
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CAUSE SHORT
CODE DESCRIPTION
-
-
-
CAUSE CODE TRANSLATION LIST
LONG DESCRIPTION
00
01
02
03
"
05
06
07
08
09
10
11
12
13
14
15
16
18
19
20
21
22
24
25
26
27
30
31
32
33
34
35
NO CODE
TOO-FAST
NO-YIELD
PAS-STOP
DIS--RAG
LEFT-eTl.
IMP-OVER
TOO-CLOS
IMP-TURN
DRINKING
OTHR-IMP
MECH-DEf
OTHER
IMP LN C
DIS TeD
WRNG WAY
FATIGUE
IN RDWY
NT VISBL
IMP PKNG
DEF srER
DEF BRKE
LOADSHFT
TIREFAIL
PHANTOM
INATTE:NT
SPEED
RACING
CARELESS
RECi<LESS
AGGRESV
RD RAGE
NO CAUSE ASSOCIATED AT THIS LEVEL
TOO FAST FOR CONDITIONS (NOT EXCEED POSTED SPEED
DID NOT YIELD RIGHT-Of-WAY
PASSED STOP SIGN OR RED FLASHER
DISREGARDED R-A-G TRAFFIC SIGNAL.
DROVE LEFT OF CENTER ON TWO-~AY ROAD
IMPROPER OVERTAKING
FOLLOWSD TOO CLOSELY
MADE IMPROPER TURN
ALCOHOL OR DRUG INVOLVED
OTHER IMPROPER DRIVING
MECHANICAL DEFECT
OTHER (NOT IMPROPER DRIVING)
IM?ROPER CHANGE Of TRAffIC LANES
DISREGARDED OTHER TRAFfIC CONTROL DEVICE
WRONG WAY ON ONE-WAY ROADWAY
DRIVER DROWSY/FATIGUED/SLEEPY
NON-MOTORIST ILLEGALLY IN ROADWAY
NON-MOTORIST CLOTHING NOT VISIBLE
VEHICLE IMPROPERLY PARKED
DEFECTIVE STEERING MECHANISM
INADEQUATE OR NO BRAKES
VEHICLE LOST LOAD OR LOAD SHIFTED
TI RE FAI LURE
PHANTOM / NON-CONTACT VEHICLE
INATTENTION
DRIVING IN EXCESS OF POSTED SPEED
SPEED RACING (PER PAR)
CARELESS DRIVING (CITATION ISSUED)
RECKLESS DRIVING (CITATION ISSUED)
AGGRESSIVE DRIVING (PER PAR)
ROAD RAGE (PER PAR)
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-
-
-
-
-
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COLLISION TYPE CODE TRANSLATION LIST
COLL SHORT
CODE DESCRIPTION
OTH
BACK
PEO
ANGL
HEAD
REAR
SS-M
55-0
TURN
PARK
NCOL
FIX
o
1
2
3
4
5
6
7
8
9
LONG DeSCRIPTION
MISCELLANEOUS
BACKING
PEDES'i'RIAN
ANGLE
HEAD-ON
REAR-END
SIDESWIPE - MEETING
SIDESWIPE - OVERTAKING
TURNING MOVEMENT
PARKING MANEUVER
NON-COLLISION
fIXED OBJECT OR OTHER OBJECT
CRASH TYPE CODE TRANSLATION LIST
CRASH SHORT
TYP, DESCRIPTION
& OVERTURN
0 NON-CaLL
1 OTH RDWY
2 PRKD MY
3 PEa
4 TRAIN
6 BIKE
7 ANI"'.AL
8 FIX OBJ
9 OTH OBJ
A ANGL-STP
B ANGL-OTH
C S-STRGHT
0 S-lTURN
, S-lSTOP
F S-OTHER
G O-STRGHT
H O-lTURN
I O-lSTOP
J a-OTHER
LONG DESCRIPTION
OVERTURNED
OTHER NON-COLLISION
MOTOR VEHICLE ON OTHER ROADWAY
PARKED MOTOR VEHICLE
PEDESTRIAN
RAILWAY TRAIN
PEDALCYCLIST
ANIMAL
FIXED OBJECT
OTHER OBJECT
ENTERING AT ANGLE ONE VEHICLE STOPPED
ENTERING AT ANGLE ALL OTHERS
FROM SAME DIRECTION BOTH GOING STRAIGHT
FROM SAME DIRECTION - ONE TURN, ONE STRAIGHT
FROM SAME DIRECTION - ONE STOPPED
FROM SAME DIRECTION-ALL OTHERS, INCLUDING PARKING
FROM OPPOSITE DIRECTION BOTH GOING STRAIGHT
FROM OPPOSITf, DIRECTION - ONE TURN, ONE STRAIGHT
FROM OPPOSITE DIRECTION - ONE STOPPED
fROM OPPOSITE DIRECTION-ALL OTHERS INCL. PARKING
-
-
-
-
-
-
-
-
-
-
-
-
LIe
CODE
DRIVER LICENSE CODE TRANSLATION LIST
LONG DESCRIPTION
'"'"
CODE
1
2
3
4
9
2
3
SHORT
DESC
NONE
OR-Y
QTH-Y
SUSP
NOT LICENSED (HAD NEVER BEEN LICENSED)
VALID OREGON LICENSE
VALID LICENSE, OTHER STATE OR COUNTRY
SUSPENDED/REVOKED
ERROR CODE TRANSLATION LIST
ERROR SHORT
CODE nl':f;r:RTPTTON
000
001
002
003
004
005
000
007
OOB
009
010
011
012
013
014
015
016
017
018
019
020
021
022
023
024
025
026
027
028
029
030
031
032
033
034
035
036
037
038
039
040
041
NONE
WIDE TRN
CUT CORN
FAIL TRN
L IN TRF
L PROHIB
FRM WRNG
TO WRONG
ILLEG U
IMP STOP
IMP SIG
IMP BACK
IMP PARK
UNPARK
IMP STRT
IMP LGHT
INATTENT
UNSF VEH
OTH PARK
DIS DRTV
DIS SGNL
RAN STOP
DIS SIGN
DIS OfCR
DIS EME"
DIS Ri'l.
REAR-END
BIKE ROW
NO ROW
PED ROW
E'AS CURV
PAS WRNG
PAS TANG
PAS X-WK
PAS INTR
PAS HILL
N/PAS ZN
PAS TRAF
CUT-IN
WRNGSIDE
THRU MED
FIST BUS
FULL DESCRIPTION
NO ERROR
WIDE TURN
CUT CORNER ON TURN
FAILED TO OBEY MANDATORY TRAFFIC TURN SIGNAL, SIGN OR LANE MARKINGS
LEfT TURN IN FRONT OF ONCOMING TRAfFIC
LEFT TURN WHERE PROHIBITED
TURNED FROM WRONG LANE
TURNED INTO WRONG LANE
U-TURNED ILLEGALLY
IMPROPERLY STOPPED
IMPROPER SIGNAL OR
BACKING IMPROP~RLY
IMPROPERLY PARKED
IMPROPER START LEAVING PARKED POSITION
IMPROPER START FROM StOPPED POSITION
IMPROPER OR NO LIGHTS (VEHICLE IN TRAfFIC)
fAILED TO DIM LIGHTS (UNTIL ~/1/97) I INATTENTION (AF7ER 4/1/97)
DRIVING UNSAfE VEHICLE (NO OTHER ERROR APPARENT)
ENTERING, EXITING PARKED POSITION WITH INSUFFICIENT CLEARANCE OR OTHER
DISREGARDED OTHER DRIVER'S SIGNAL
DISREGARDED TRAFFIC SIGNAL
DISREGARDED STOP SIGN OR FLASHING RED
DISREGARDED WARNING SIGN, FLARES OR fLASHING AMBER
DISREGARDED POLICE OfFICER OR fLAGMAN
DISREGARDED SIREN OR WARNING OF EMERGENCY VEHICLE
DISREGARDED RR SIGNAL, RR SIGN, OR RR FLAGMAN
FAILED TO AVOID STOPPED OR PARKED VEHICLE AHEAD OTHER THAN SCHOOL BUS
DID NOT HAVE RIGHT-Of-WAY OVER PEDALCYCLIST
DID NOT HAVE RIGHT-Of-WAY
fAILED TO YIELD RIGHT-Of-WAY TO PEDESTRIAN
PASSING ON A CURVE
PASSING ON THE WRONG SIDE
PASSING ON STRAIGHT ROAD UNDER UNSAFE CONDITIONS
PASSED VEHICLE STOPPED AT CROSSWALK fall. PEDESTRIAN
PASSING AT INTERSECTION
PASSING ON CREST Of HILL
PASSING IN "NO PASSING" ZONE
PASSING IN FRONT OF ONCOMING TRAFFIC
CUTTING IN (TWO LANES - TWO WAY ONLY)
DRIVING ON WRONG SIDE OF THE ROAD
DRIVING THROUGH SAFETY ZONE OR OVER ISLAND
fAILED TO STOP FOR SCHOOL BUS
IN TRAE"FIC LANE
FAILURE TO SIGNAL
(NOT PARKING)
-
-
-
-
-
-
DRIVER RESIDENCE CODE TRANSLATION LIST
SHORT
DESC
OR<25
OR>25
OR-?
N-RES
UNK
LONG DESCRIPTION
OREGON RESIDENT WITHIN 25 MILE Of HOME
OREGON RESIDENT 25 OR MORE MILES FROM HOME
OREGON RESIDENT - UNKNOWN DISTANCE fROM HOME
NON-RESIDENT
UNKNOWN IF OREGON RESIDENT
IMPROPER PARKING MANEUVER
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-
-
-
-
-
-
-
-
ERROR CODE TRANSLATION LIST
ERROR SHORT
CODE flE;;r.JHPTlnN
042 F/sLO MY
043 TO CLOSE
044 STRDL LN
045 IMP CHG
046 WRNG WAY
047 BASCRULE
048 OPN DOOR
049 IMPEDING
050 SPEED
051 RECKLESS
052 CARELESS
053 RACING
054 X N/SGNL
055 X W/SGNL
056 DIAGONAL
057 BTWN INT
059 W/TRAF-S
060 A/TRAF-S
061 W/TRAF-P
062 A/TRAF-P
063 PLAYINRD
064 PUSH MY
055 WK IN RD
070 LAYON RD
073 DIS POL
080 FAIL LN
081 OFF RD
082 NO CLEAR
083 QVRSTEER
084 NOT USED
085 OVRLOAD
097 UNA DIS TC
FULL DESCRIPTION
-
FAILED TO DECREASE SPEED FOR SLOWER MOVING VEHICLE
FOLLOWING TOO CLOSELY (MUST BE ON OFFICER'S REPORT)
STRADDLING OR DRIVING ON WRONG LANES
IMPROPER CHANGE OF TRAFfIC LANES
WRONG WAY ON ONE-WAY ROADWAY (VEHICLE IS DELIBERATELY TRAVELING ON WRONG SIDE)
DRIVING TOO FAST FOR CONDITIONS (NOT EXCEEDING POSTED SPEED)
OPENED DOOR INTO ADJACENT TRAFFIC LANE
IMPEDING TRAFFIC
DRIVING IN EXCESS OF POSTED SPEED
RECKLESS DRIVING (PER PAR)
CARELESS DRIVING (PER PAR)
SPEED RACING (PER PAR)
CROSSING AT INT~RSECTION NO TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION DIAGONALLY
CROSSING BETWEEN INTERSECTIONS
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
PLAYING IN STREET OR ROAD
PUSHING OR WORKING ON VEHICLE IN ROAD OR ON SHOULDER
WORKING IN ROADWAY OR ALONG SHOULDER
STANDING OR LYING IN ROADWAY
DISREGARDING POLICE (ELUDING)
FAILED TO MAINTAIN LANE
RAN OFF ROAD
DRIVER MISJUDGED CLEARANCE
OVER CORRECTING
CODE NOT IN USE
OVERLOADING OR IMPROPER LOADING OF VEHICLE WITH CARGO OR PASSENGERS
UNABLE TO DETERMINE WHICH DRIVER DISREGARDED TRAFFIC CONTROL DEVICE
ON SHOULDER
ON SHOULDER
ON PAVEMENT
ON PAVEMENT
WITH TRAFFIC
FACING TRAFFIC
WITH TRAFFIC
FACING TRAFFIC
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
EVENT CODE TRANSLATION LIST
EVENT SHORT
CODE DESCRIPTION
LONG DESCRIPTION
-
-
-
-
001 FELl JUMP
002 INTERrER
003 BUG INT,
OO~ PED IN\!
005 SUB-PED
006 BIKE INV
007 HITCHIKR
008 PSNGR TOW
009 ON/OFF V
0]0 SUB OTRN
011 MV PUSHD
012 MY TOWED
013 FORCED
014 SET MOTN
015 RR ROW
016 LT RL ROW
017 RR HIT V
018 V HIT RR
019 HIT RR CAR
020 JACKNIFE
021 TRL GTRN
022 eN BROKE
023 DETACH TRL
024 V DOOR OPN
025 WHEELorr
026 HOOD UP
028 LOAD SHIFT
029 TIREFAIL
030 PET
031 LVSTOCK
032 HORSE
033 HRSE&RID
034 GAME
035 DEER ELK
036 ANML VEH
037 CULVERT
038 ATENUATN
039 PK METER
040 CURB
041 JIGGLE
042 GORL END
043 GARDRAI L
044 BARRIER
045 WALL
046 SR RAIL
047 SR ABUT
048 SR COLMN
049 BR GIRDR
050 ISLAND
051 GORE
052 POLE UNK
053 POLE UTL
054 5T LIGHT
055 TRr SGNL
056 SGN BRDG
057 STOPSIGN
058 OTH SIGN
059 HYDRANT
OCCUPANT fELL, JUMPED OR WAS EJECTED FROM MOVING VEHICLE
PASSENGER INTERFERED WITH DRIVER
ANIMAL OR INSECT IN VEHICLE INTERfERED WITH DRIVER
PEDESTRIAN INVOLVED (NON-PEDE0TRIAN ACCIDENT)
"SUB-PED": PEDESTRIAN INJUP.ED SUBSEQUENT TO COLLI~ION. ETC.
TRICYCLE-BICYCLE INVOLVED
HITCHHIKER (SOLICITING A RIDE)
PASSENGER BEING TOWED OR PUSHED ON CO~IEYANCE
GETTING ON OR OFF STOPPED OR PARKED VEHICLE (OCCUPANTS ONLY)
OVERTURNED AFTER FIRST HARMFUL EVENT
VEHICLE BEING PUSHED
VEHICLE TOWED OR HAD BEEN TOWING ANOTHER VEHICLE
VEHICLE FORCED BY IMPACT INTO ANOTHER VEHICLE, PEDALCYCLIST OR PEDESTRIAN
VEHICLE SET IN MOTION BY NON-DRIVER (CHILD RELEASED BRAKES, ETC.)
P,T OR ON RAILROAD RIGHT-OF-WAY (NOT LIGHT RAIL I
AT OR ON LIGHT-RAIL RIGHT-OF-WAY
TRAIN STRUCK VEHICLE
VEHICLE STRUCK TRAIN
VEHICLE STRUCK RAILROAD CAR ON ROADWAY
JACKKNIFE; TRAILER OR TOWED VEHICLE STRUCK TOWING VEHICLE
TRAILER OR TOWED VEHICLE OVERTURNED
TRAILER CONNECTION BROKE
DETACHED TRAILING OBJECT STRUCK OTHER VEHICLE, NON-MOTORIST, OR OBJECT
VEHICLE DOOR OPSNED INTO ADJACENT TRAfFIC U\NE
WHEEL CA."'lE OFF
HOOD FLEW Ut'
LOST LOAD, LOAD MOVED OR SHIFTED
TIRE FAILURE
PET: CAT, DOG AND SIMILAR
STOCK: cow, CALF, BULL, STEER, SHEEt', ETC.
HORSE, MULE, OR DONKEY
HORSE A.~D RIDER
WILD ANIMAL, GAME (INCLUDES BIRDS: NOT DEER OR ELKI
DEER OR ELK, WAt'ITI
ANIMAL-DRAWN VEHICLE
CULVERT, OPEN LOW OR HIGH ~J\NHOLE
IMPACT ATTENUATOR
PARKING METER
CURB (ALSO NARROW SIDEWALKS ON BRIDGES)
JIGGLE BARS OR TRAFFIC SNAKE FOR CHANNELIZATION
LEADING EDGE OF GUARDRAIL
GUARD RAIL (NOT METAL MEDIAN BARRIER)
MEDIAN BARRIER (RAISED OR METAL)
RETAINING WALL OR TUNNEL WALL
BRIDGE RAILING (ON BRIDGE AND At'?ROACH)
BRIDGE ABUTMENT (APPROACH ENDS)
BRIDGE -PIt,LAR OR COLuMN (EVEN THOUGH STRUCK ff\OTECTIVE GUARD RAIL FIRST)
BRIDGE GIRDER (HORIZONTAL STRUCTURE OVERHEAu:r
TRAFFIC RAISED ISLAND ui'
GORE -"
POLE TYPE UNKNOWN &
POLE POWER OR TELEt'i-JONE _
POLE STREET LIGHT ONLY CJ)
POLE TRAFFIC SIGNAL N.D PED SIGNAL ONLY c:
POLE SIGN BRIDGE C"
STOP OR YIELD SIGN :i
OTHER SIGN, INCLUDING STREET SIGNS ;:::;:
HYDRANT m
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-
-
-
-
-
-
-
-
-
-
-
EVENT CODE TRANSLATION LIST
EVENT
CODE
SHORT
DESCRIPTION
MARKER
MAILBOX
TREE
VEG OHED
WIRE/eEL
TEMP SGN
PEfU.l SGN
SLIDE
f'RGN QBJ
EQP WORK
OTH EQ?
MAIN EQP
OTHER WALL
IRRGL PVMT
CAVE IN
HI WATER
SNQ BANK
HOL;;:
DITCH
OBJ F MY
rLV-OBJ
VF.H HID
VEG HID
SLOG HID
WIND GUST
IMMERSED
fIRE/EX?
FENC/BLD
QTH Acor
TO 1 SIDE
PHA.'lTOM
CELL-POL
VIOL GDL
GUY WIRE
BERM
GRAVEL
ABR EDGE
CELL-l'lTN
UNK E"I XO
OTHER OBJ
OUTSIDE v
PEDAL P5GR
MAN WHLCHR
MTR WHLCHR
N-MTR
SCARVSV
VVSSCAR
S CAR ROW
~~R~i
SLIP
SHLD .
~
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rn
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060
061
062
063
064
065
066
067
068
069
070
071
072
073
075
076
077
0'8
079
080
081
082
083
08'
085
086
087
088
089
090
092
093
094
095
096
097
098
099
100
101
la'
105
106
107
110
III
112
113
114
120
124
125
LONG DESCRIPTION
DELINEATOR OR MARKER (REFLECTOR POSTS)
MAILBOX
TREE, STUNP OR SHRUBS
TREE B~~CH OR OTHER VEGETATION OVERHEAD, ETC.
WIRE OR CABLE ACROSS OR OVER THE ROAD
TEMPORARY SIGN OR BARRICADE IN ROAD, ETC.
PERMANENT SIGN OR BARRICADE IN/Off ROAD
SLIDES, ROCKS Off OR ON ROAD, fALLING ROCKS
fOREIGN OBSTRUCTION/DEBRIS IN ROAD (NOT GRAVEL)
EQUIPMENT WORKING IN/OFF ROAD
OTHER EQUIPMENT IN OR Off ROAD (INCLUDES PARKED TRAILER, BOAT)
WRECKER, STREET SWEEPER, SNOW PLOW OR SANDING EQUIPMENT
ROCK, BRICK OR OTHER SOLID WALL
SPEED BUMP, OTHER BUMP, POTHOLE OR PAVEMENT IRREGULARITY (PER PAR]
BRIDGE OR ROAD CAVE IN
HiGH WATER
SNOW BANK
CHUCKHOLE IN ROAD, LOW OR HIGH SHOULDER AT PAVEMENT EDGE
CUT SLOPE OR DITCH EMBANKMENT
STRUCK BY ROCK OR OTHER OBJECT SET IN MOTION BY OTHER VEHICLE (INCL. LOST LOADS)
STRUCK BY OTHER MOVING OR fLYING OBJECT
VEHICLE OBSCURED VIEW
VEGETATION OBSCURED VIEW
VIEW OBSCURED BY fENCE, SIGN, PHONE BOOTH, ETC.
WIND GUST
VEHICLE IMMERSED IN BODY Of WATER
fIRE OR EXPLOSION
FENCE OR BUILDING, ETC.
ACCIDENT RELATED TO ANOTHER SEPARATE ACCIDENT
TWO-WAY TRAffIC ON DIVIDED ROADWAY ALL ROUTED TO ONE SIDE
OTHER (PHANTOM) NON-CONTACT VEHICLE (ON PAR OR REPORT)
CELL PHONE (ON PAR OR DRIVER IN USE)
TEENAGE DRIVER IN VIOLATION OF GRADUATED LICENSE PGM
GUY WI RE
BERM (EARTHEN OR GRAVEL MOUND I
GR~VEL IN ROADWAY
ABRUPT EDGE
CELL PHONE USE WITNESSED BY OTHER PARTICIPANT
UNKNOWN TYPE OF fIXED OBJECT
OTHER OR UNKNOWN OBJECT, NOT FIXED
PASSENGER RIDING ON VEHICLE EXTERIOR
PASSENGER RIDING ON PEDALCYCLE
PEDESTRIAN IN NON-MOTORIZED WHEELCHAIR
PEDESTRIAN IN MOTORIZED WHEELCHAIR
NON-MOTORIST STRUCK VEHICLE
STREET CAR/TROLLEY (ON RAILS AND/OR OVERHEAD WIRE SYSTEM) STRUCK VEHICLE
VEHICLE STRUCK STREET CAR/TROLLEY (ON RAILS AND/OR' OVERHEAD mRE SYSTEM)
AT OR ON STREET CAR/TRO~LEY RIGHT-Of-WAY
VEHICLE STRUCK RAILROAD EQUIPMENT (NOT TRAIN) ON TRACKS
WIRE OR CABLE MEDIAN BARRIER
SLIDING OR SWERVING DUE TO WET, ICY, SLIPPERY OR LOOSE SURFACE
SHOULDER GAVE WAY
o
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-
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o
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'-
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=
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-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
FUNCTIONAL CLASSIFICATION TRANSLATION LIST HIGHWAY COMPONENT TRANSLATION LIST
FUNe CODE DESCRIPTION
CLASS DESCRIPTION
01 RURAL PRINCIPAL ARTERIAL INTERSTATE HAINLINE STATE HIGHWAY
02 RURAL PRINCIPAL ARTERIAL OTHER COUPLET
06 RURAL MINOR ARTERIAL FRONTAGE ROAD
CONNECTION
07 RUflAL MAJOR COLLECTOR HIGHWAY - OTHER
08 RURAL MINOR COLLECTOR
09 RURAL LOCAL
11 URBAN PRINCIPAL ARTERIAL INTERSTATE
12 URBAN PRINCIPAL ARTERIAL OTHER fREEWAYS A,'JD EX?
14 URBAN PRINCIPAL ARTERIAL OTHER
16 URBAN MINOR ARTERIAL
17 URBAN COLLECTOR
19 URBAN LOCAL
78 UNKNOWN RURAL SYSTEM
79 UNKNOWN RURAL NON-SYSTEM
98 UN"NOWN URBAN SYSTEM
99 UNKNOWN URBAN NON-SYSTEM
-
-
INJURY SEVERITY CODE TRANSLATION LIST
LIGHT CONDITION CODE TRANSLATION LIST
CODE
SHORT
DESC
KILL
INJA
INJB
INJC
PPI
NO<5
SHORT
CODE DESC
LONG DESCRIPTION
UNKNOWN
DAYLIGHT
DARKNESS - WITH STREET LIGHTS
DARKNESS - NO STREET LIGHTS
DAWN (TWILIGHT)
DUSK (TWILIGHT)
LONG DESCRIPTION
.ATAL INJURY
INCAPACITATING INJURY - BLEEDING, BROKEN BONES
NON-INCAPACITATING INJURY
POSSIBLE INJURY - COMPLAINT O. PAlN
DIED PRIOR TO CRASH
NO INJURY - 0 TO 4 YEARS OF AGE
o
1
2
3
4
5
UN"
OAY
DLIT
DA!'tK
DAWN
DUSK
1
2
3
,
5
7
MEDIAN TYPE CODE TRANSLATION LIST
SHORT
CODE DESC LONG DESCRIPTION
NONE NO MEDIAN
RSDMO SOLID MEDIAN BARRIER
DIVMD EARTH, GRASS OR PAVED MEDIAN
0
..,
cO'
5' 0
!!.
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c: -
c: (J)
C" z: ;:u
3 .....
:= .= (J)
!!. ...... ~
= <"
-
= (J)
c.
MILEAGE TYPE CODE TRANSLATION LIST
CODE LONG DESCRIPTION
o REGULAR MILEAGE
T TEMPORARY
Y SPUR
Z OVERLAPPING
-
-
-
-
-
-
-
-
-
-
-
-
MOVEMENT TYPE CODE TRANSLATION LIST
SHORT
CODE DESC LONG DESCRIPTION
0 UNK UNKNOWN
I STRGHT STRAIGHT AHEAD
2 TURN-I' TURNING RIGHT
3 TURN-L TURNING LEFT
, V-TURN MAKING A U-TURN
5 BACK BACKING
6 STOP STOPPED IN TRAFFIC
7 PRKD-P PARKED PROPERLY
8 PRKD-I PARKED - IMPROPERLY
PEDESTRIAN LOCATION CODE TRANSLATION LIST
CODE LONG DESCRIPTION
00
01
02
03
0'
05
06
07
08
09
10
15
18
99
AT INTERSECTION NOT TN ROADWAY
AT INTERSECTION INSIDE CROSSWALK
AT INTERSECTION IN ROADWAY, OUTSIDE CROSSWALK
AT INTERSECTION IN ROADWAY, XWAJ,f( AVAIL UNKNWN
NOT AT INTERSECTION IN ROADWAY
NOT AT INTERSf.CrION ON SHOULDER
NOT AT INTERSECTION ON MEDIAN
NOT AT INTERSECTION WITHIN TRAFFIC RIGHT-Of-WAY
NOT AT INTERSECTION IN BIKE PATH
NOT-AT INTERSECTION ON SIDEWALK
OUTSIDE TRAFFICWAY BOUNDARIES
NOT AT INTERSECTION - INSIDE MID-BLOCK CROSSWALK
OTHER, NOT IN ROADWAY
UNKNOWN LOCATION
ROAD CHARACTER CODE TRANSLATION LIST
CODE
SHORT
DESC
LONG DESCRIPTION
o
I
2
J
4
5
6
7
8
9
UNK
INTER
ALLEY
STRGHT
TRANS
CURVE
OPENAC
GRADE
BRIDGE
TUNNEL
UNKNOWN
INTERSECTION
DRTVEWAYOR ALLEY
STRAIGHT ROADWAY
TRANSITION
CURVE (HORIZONTAL CURVE)
OPEN ACCESS OR TURNOUT
GRADE (VERTICAL CURVE)
BRIDGE STRUCTURE
TUNNEL
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CI
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-
(J)
;:0
(J)
~
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(J)
a.
-
-
-
-
-
-
-
-
PARTICIPANT TYPE CODE TRANSLATION LIST
SHORT
CODE DESC LONG DESCRIPTION
0 OCC UNKNOWN OCCUPANT TYPE
1 DRVR DRIVER
2 PSNG PASSENGER
3 PED PEDESTRIAN
, CONY PEDESTRIAN USING A PEDESTRIAN CONVEYA
5 PTOW PEDESTRIAN TOWING OR TRAILERING AN OE
6 BIKE PEDALCYCLIST
7 BTOW PEDALCYCLIST TOWING OR TRAILERING AN
8 PRKD OCCUPANT OF A PARKED MOTOR VEHICLE
9 UNK UNKNOWN TYPE OF NON-MOTORIST
TRAFFIC CONTROL DEVICE CODE TRANSLATION LIST
com:
SHORT DESC
LONG DESCRIPTION
000
001
002
003
004
005
006
007
008
009
010
OIl
012
013
014
015
016
017
018
019
020
021
022
023
024
025
026
027
028
029
037
038
090
091
092
D93
094
NONE
TRF SIGNAL
FLASHBCN-R
FLASHBCN-A
STOP SIGN
SLOW SIGN
REG-SIGN
YIELD
WARNING
CURVE
SCHL X-ING
OfCR/FLAG
BRDG-GATE
TEMP-BARR
NO-PASS-ZN
ONE-WAY
CHANNEL
MEDIAN BAR
PILOT CAR
SP PED SIG
X-BUCK
THR-GN-SIG
L-GRN-SIG
R-GRN-SIG
WIGWAG
X-BUCK WRN
wW wI GATE
OVRHD SGNL
SP RR STOP
ILUM GRD X
RAMP METER
RUMBLE STR
L-TURN REF
R-TURN ALL
E:MR SGN/fL
ACCEL LANE
R-TURN PRO
NO CONTROL
TRAffIC SIGNALS
FLASHING BEACON RED (STOP)
FLASHING BEACON - P~BER (SLOW)
STOP SIGN
SLOW SIGN
REGULATORY SIGN
YIEI,D SIGN
WARNING SIGN
CURVE SIGN
SCHOOL CROSSING SIGN OR SPECIAL SIGNAL
POLICE OFFICER, fLAGMAN - SCHOOL PATROL
BRIDGE GATE - BARRIER
TEMPORARY BARRIER
NO PASSING ZONE
ONE-WAY STREET
CHANNELIZATION
MEDIAN BARRIER
PILOT CAR
SPECIAL PEDESTRIAN SIGNAL
CROSS BUCK
THROUGH GREEN ARROW OR SIGNAL
LEFT TURN GREEN ARROW, LANE MARKINGS, OR SIGNAL
RIGHT TURN GREEN ARROW, LANE MARKINGS, OR SIGNAL
WIGWAG OR FLASHING LIGHTS wlo DROP-ARM GATE
CROSS BUCK AND ADVANCE WARNING
FLASHING LIGHTS WITH DROP-ARM GATES
SUPPLEMENTAL OVERHEAD SIGNAL (RR XING ONLY)
SPECIAL RR STOP SIGN
ILLUMINATED GRADE CROSSING
METERED BAMPS
RUMBLE STRI P
LEFT TURN REoUGE (WHEN REFUGE IS INVOLVED)
RIGHT TURN AT ALL TIMES SIGN, ETC.
EMERGENCY SIGNS OR FLARES
ACCELERATION OR DECELERATION LANES
RIGHT TURN PROHIBITED ON RED AFTER STOPPING
-
-
-
-
-
-
-
-
-
-
CODE SHORT DESC
VEHICLE TYPE CODE TRANSlATION LIST
LONG DESCRIPTION
-
01 PSNGR CAR
02 BOBTAIL
03 FARM TRCTR
04 SEMI TOW
05 TRUCK
06 MOPED
07 SCHL BUS
08 OTH BUS
09 MTRCYCLE
10 OTHER
] 1 MOTRHOME
12 TROLLEY
13 ATV
14 MTRSCTR
15 SNOWMOBILE
99 UNKNOII'N
PASSENGER CAR, ?JCKUP, ETC.
TRUCK TRACTOR WITH NO TRAILERS (BOBTAIL)
FARM TRACTOR OR SELF-PROPELLED FARM EQUIPMENT
TRUCK TRACTOR WITH TRAILER/MOBILE HOME IN TOW
TRUCK WITH NON-DETACHABLE BED, PANEL, ETC.
MOPED, MINIBIKE, MOTOR SCOOTER, OR MOTOR BICYCLE
SCHOOL BUS (INCLUDES VAN)
OTHER BUS
MOTORCYCLE
OTHER: FORKLIFT, BACKHOE, ETC.
MOTOR HOME
MOTORIZED STREET CAR/TROLLEY (NO RAILS/WIRES)
ATV
MOTORIZED SCOOTER
SNOWMOBILE
UNKNOWN VEHICLE TYPE
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CD
o
CD
<'
CD
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-
-
095
099
BUS STPSGN
UNKNOWN
-
-
-
-
BUS STOP SIGN AND RED LIGHTS
UNKNOWN OR NOT DEFINITE
WEATHER CONDITION CODE TRANSLATION LIST
CODE SHORT DESC
o UNK
1 CLR
2 CLD
3 RAIN
4 SLT
5 FOG
6 SNOW
7 DUST
B SMOK
9 ASH
LONG DESCRIPTION
UNKNOWN
CLEAR
CLOUDY
RAIN
SLEET
FOG
SNOW
DUST
SMOKE
ASH
-
-
-
-
-
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
APPENDIX
E
lIT TRJP GENEItATlON DATA
Date Received:
JUN 3 ~ 2010
Original submittal
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
-
Gasoline/Service Station with Convenience Market
(945) .
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Number of Studies: 29
Average 1000 Sq. Feet GFA: 1
Directional Distribution: 51% entering, 49% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate
79.30
Range of Rates
25.00 - 276.60
Standard Deviation
56.00
Data Plot and Equation
230
220
210
200
ISO
lBO
170
'"
"0 160
c:
W
.~ 150
,:: 140
"
"5 130
:c
"
> 120
"
'" 110
'"
;;;
> 100
<t
" SO
f-
BO
70
60
50
40
30
20
0
. - . . . . . - - ~ . . .
-.......................... .......---.---- -....~~..
--....... ......................_--.....
. . . . . . . . . . . . . . . . -x . . . . . . . . - . . . . . .' '. .'. '. '. .'.~.;;"~' . . . . . . . . . . . . . . . . _
........ ..........-*-. . ...-....-
X
......_--.......~..._............._-_..............I- ...........
x
x
,
'---",,"
........,.
,>"..........
............._-...
'1,-
',.
.". _ _ .X._
. - - - -....... - .~.
...... - -.......... 'X'
x
.):(............
x
x
x "
'x"'-->~' x""x'
.x.
..,.....~.....x.... .
...x.. .
. .X'
x x
... x
.--.-'..
.......
. . . . . . X-'
2
3
x = 1000 Sq. Feet Gross Floor Area
X Actual Data Points
Date Received: __un Aver.seRale
R2::;;: ........
Filled Curve Equation: Not given
, Trip Generation, 8th Edition
ooginal Submittal
Institute of Transportation Engineers
I
I
I
I
Convenience Market with Gasoline Pumps I
(853) i
I
I'"
I
I
I
Average Rate
59.69
Range of Rates
19.54 - 292.89
Standard Deviation
I
35.05 I
I
'Ihl
.!:,;j:~ '
.."...1'!11
'lJ';
;~!' .i
,.,..,[!,
\.lr.:11 i
Jf~ I
H~~
iHr.
-.j;!1-
Bili
\!II"
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nel'
,...,!
rJ:1Y
j:\~i\
~ll \1 !
"'1
j!La
;;.~GR
'.Hffll'
'-.11
<1i'
:)~ ~R
,i'"
ilill"
l~!l '
11.'ijl'
n:l,
'.''Ii
::ffU
'....:..i:.'I.. .
~ ~l!
H;~
,:,t.;.
'"'I'
ill-I
,..,1.
""I
:.'.,Ai',.
"1
'HI?
.'1"
Wli
;(~I H
:r,lp!
"'I
,;"',1'
;t'~1
.",!.
-Hl
:'\!\II,
"Il-
lh
-,n11
r: ~,~,I i\
Hili'
!!ill.
..~I'i.J .
': ~ iil~
"II
i':~i!
,...11,
mi'
tJii"
'>i"1
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'11'1
t"l
i. '.':,
r"'1
!llil~I'
: iI~
'f~f.
tli!i~
,I""
I-"~
A..u'l'
q,;~ ,
I l'i";~
'I" ~
ifli'l
i I.",~ ~
.\-Oll'l
, ~,,~~
;"i1;Un
\ i!~
~ 'a
~ .~
j'
"'I"~
~ :~
",)
!J-':
nt~
~I\ij
Average Vehicle Trip Ends vs:
Ona:
,
I
,
VVeekday, I
Peak Hour of Adjacent Street Traffic,
I
One Hour Between 4 and 6 p.m. I
I
I
1000 Sq. Feet Gross Floor Area
I
I
I
I
Number of Studies:
Average 1000 Sq. Feet GFA:
Directional Distribution:
55
3
50% entering, 50% exiting
Trip Generation per 1000 Sq. Feet Gross Floor Area
Data Plot and Equation
I
,
I
400 ,
,
I
I
I x
,
i
300 - .. . .. . . .. . . . l . _
,
00 x: , - -
x I - -
'0 -
C -
w. X --'
- - ,
.9. - - x
,::: x x - ,,:"
x .x x - -
Ql - - x
U - -
E Xx - -
Ql 200 ..... '-." Kx^ ." .. - - .. .
> - -
x - X
Ql - -
'" - -
i" -
- - X
Ql X x --%- ~
> X
"'- _-x-
" x x x - X
f-- - - x x
- x "x
- -
- - R I
- x X
100 ...... .">5.-.-............ "," .. x..- .... ,.
x '" I
- - x x
- x
x - - x ,
- - x
- x x ,
--
- - xl'
- -
- -
- -
- -
-
0 -, , ,
0 1 2 3 4 , 5
,
,
X = 1000 Sq. Feet Gross Floor Area I
I
X Actual Data Points ------ Avera~e Rate
Fitted Curve Equation: Not given Date Received: R2 ;**** ,
I
I
I
I
I
I
I
I
I
Trip Generation, 8th Edition
1609
JUN 3
o 2nt '
't\1~ltute of Transportation Engineers
I
I
I
Original Submittal
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Convenience Market with Gasoline Pumps
(853) ,
~
f{;f:it?~::;
''''-.>:-; ,"
~;~~f-":'
~J~~:'-
.~;.~; ~;:
'~,' "
j'--;
;'.: ~
i.c-'-
-";:""
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
.,
,
.i
Number of Studies: 29
Average 1000 Sq. Feet GFA: 3
Directional Distribution: 50% entering, 50% exiting
.,
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate
43.90
Stand~rd Deviation
Range of Rates
14.16 - 87.25
19.17
Data Plot and Equation
210 I
X
200
190 ,
X
180 x. ,
, ,
, ,
170 '. -x , < .' ,
x , ,
,
"' .. x . .'
u 160 , ,
C , ,
w ,
"- 150 x , ,
'C X , , I
I- ,
<D 140 , ,
, , x
U ,
:c "
,
<D 130 ,
> x . , X I
<D ,
Ol 120 , ,
'" x , ,
Q; x , ,
> 110 '. 'r x- .'
<< ,
" , ,
I- 100 .. , '.
, . x
x , ,
90 ,'F' X .x ?< .X
. -
, x x X
80 x " 'X X , Date Rece
, ve
, , .
70 . < - "
,
- ,
, 3 0 2~1O
60 - , JUN
x x
50 . ,
1 2 3 40riginal Submittal
I
x = 1000 Sq. Feet Gross Floor Area
X Actual Data Points ------ Average Rate
Fitted Curve Equation: Not given R2 ****
Trip Generation, 8th Edition
160B
Institute of Transportation Engineers
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Gasoline/Service Station with Convenience Market
(945)
I
Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 32
Average 1000 Sq. Feet GFA: 1
Directional Distribution: 50% entering, 50% exiting'
Trip Generation per 1000 Sq. Feet Gross Floor Area
Average Rate.
97.08
Range of Rates
27.86 - 451.28
Standard Deviation
65.29
Data Plot and Equation
300
x
x
-'
"'
'0
C
ill
D.
t=
w
u
:c
w
>
"
DO
'"
"
>
<l:
"
I--
x
.'
x
.
..- ".
.'
200 -.......... - - .
.'
x
x
x
x
x
x
x
~ I
x
......-x x x
100 - - - - .
x x
x - ~>?...~ .
x
..x -
x
~
*
x
x
*
~
x
.'
*
x
Date Rece;\i ed
JUN 3 0 201
o
o
,
2
I
Original Submittal 3
x = 1000 Sq. Feet Gross Floor Area
X Actual Data Points
------ AverageAate
Fitted Curve Equation: Not given
R2 = ","U*
Trip Generation, 8th Edition
1903
Institute of Transportation Engineers
I
I
I
I
I
i
I
Convenience Market with Gasoline Pu1mps
(853) I
Average Vehicle Trip Ends vs: A.M. Peak Hour Traffic on hdjaCent Street
I
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
,
One.Hour Between 7 and 9 a.m.
!
Numbl?r of Studies: 11
Avg. A.M. Peak Hr. Tral. on Adj. Street: 1,146
Directional Distribution: 51% entering, 49% exiting
I
Trip Generation per AM Peak Hour Traffic on Adjacent Street
Range of Rates
Standard Deviation
I
I
I
I
I
Average Rate
0.10
0.04
0.22
0.31
Data Plot and Equation
I
I
I
I
I
"'
"0
C
W
0.
~
<D
"13
E
<D
>
<D
0>
'"
:;;
>
<(
"
f-
210
x
.. J
200
190
.,
....,
. ... J.
.................>.J.
. .,
/J
.'
180
. . . .
-........---.....--.
170
x
160
150
140
__:1,
--........;;"..
. .
x
130
....:.....:....i.
x:
120
. . .
-......---..--.
x
110
.....-......---........>..
100
90
.-
1 DateR
"
.,
;1..
iv d:
. .X",
x
.x
80
- . . . . . . . . r . . . . . . . . . . . _ .
70
:...JUN30 Of 0
. . .
".......--....
. . .
-....._---...
60 ;".' .
.,
..... ....: .Ongina/Submittal
:1
50
500 600 700 800
x
!
900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000
I
X ~ AM Peak Hour Trallic on Adjacent Street I
X Actual Data Points
I
I
- - - - - -, Average Rate
Fitted Curve Equation: Not given
R2=*-*
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Trip Generation, 8th Edition
1615
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Institute of Transportation Engineers
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Convenience Market with Gasoline Pumps
(853)
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Average Vehicle Trip Ends vs: P.M. Peak Hour Traffic on Adjacent Street
On a: Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Number of Studies: 11
Avg. P.M. Peak Hr. Traf. on Adj. Street: 1,968
Directional Distribution: 50% entering, 50% exiting
.,
Trip Generation per P.M. Peak Hour Traffic on Adjacent Street
Average Rate Range of Rates
Standard Deviation
0.08
0.02
0.23
10.28
Data Plot and Equation
260
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240 .. ., .I
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230 ,
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220 .'. ..
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f- , ,
x Date Receiv 3d
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100 , , x>
90 , . JUN 3 il 201
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70 , " Original Submittal
601 ., . ..
X
50 I
0 1000 2000 3000 4000
X = P.M. Peak Hour Traffic on Adjacent Street
X Actual Data Points - -- - -- Average Rate
Fitted Curve Equation: Not given R2 = om
Trip Generation, 8th Edition
1616
Institute of Transportation Engineers
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Gasoline/Service Station with Convenience Market
(945) I
!
Average Vehicle Trip Ends vs: AM Peak Hour Traffic on Adjacent Street
1
On a: Weekday, !
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
!
!
I
!
i
Number of Studies:
Avg. AM Peak Hr. Tra!. on Adj. Street:
Directional Distribution:
8
2,649
52% entering, 48% exiting
Trip Generation per AM Peak Hour Traffic on Adjacent Street
Average Rate
0.04
Stand1ird Deviatio'n
Range ot Rates
0,01
0.12
,
10.20
!
Data Plot and Equation
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240 I
0
230 . 0 ~,
0 0
220 -" . ! ~-
I 0 0
210 ,'- , /-
)0 0
200 -' 0-
. 0 I
0
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0 0
80 X X " -. origin~j ,Submittal
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70 X 0 0 . -,
. . , I
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60 0 . ,- ,- x-
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50 0 0 ,
0 0 1
40 , , -, I I
,
1000 2000 3000 4000 5000 6000
X = AM Peak Hour Traffic on Adjacent Street !
,
X Actual Data Points ------ 'Average Rate
I
Fitted Curve Equation: Not given R2 .m
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Trip Generation, 8th Edition
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Institute of Ttansportation Engineers
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Gasoline/Service Station with Conveniente Market
(945) !
Average Vehicle Trip Ends vs:
Dna:
,
P.M. Peak Hour Traffic ori Adjacent Street
I
Weekday, I
Peak Hour of Adjacent Street Traffic,
I
One Hour Between 4 and ,6 p.m.
Number of Studies:
Avg. P.M. Peak Hr. Trat. 'on Adj. Street:
Directional Distribution:
9
3,257
51 % entering, 49% exiting
Trip Generation per P.M. Peak Hour Traffic on Adjacent Street
Average Rate Range of Rates Standard Deviation
0.04
0.01
0.10
0.20
Data Plot and Equation
300
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Date Receiv~d:
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100 -.... - - . . - - - . .
x
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x
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1000
: JUN 3 0 2011
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. Original Submittal
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3000
,
6000
! ,
7000
2000
4000
5000
8000
X Actual Data Points
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X = P.M. Peak Hour Traffic on Adjacent Street I
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------ AverageRate
Fitted Curve Equation: Not given
R2 ::: H*,*
Trip Generation, 8th Edition
1907
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Institute of :rransportation Engineers
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APPENDIX
F
EXCEL INPUTS AND OUTPUTS
FOR. QUEUE ANALYSIS
Date Received:
JUN 3 0 2010
Original Submittal
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1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
7:46 AM 13 293
7:48 AM 10 225
7:51 AM 19 428
7:53 AM 14 315
7:56 AM 6 135
7:58 AM 6 135
8:00 AM 10 225
8:02AM 11 248
6:04AM 6 135
8:05 AM 4 90
8:07 AM 7 158
8:09 AM 8 180
8:11 AM 7 158
8:13 AM 10 225
8:15 AM 7 158
8:17 AM 4 90
8:19 AM 6 135
8:21 AM 6 135
8:22AM 4 90
6:24 AM 3 68
8:26AM 7 158
8:28 AM 7 158
8:30 AM 5 113
8:31 AM 6 135
8:33AM 7 158
8:35AM 6 135
8:37 AM 9 203
8:39 AM 9 203
8:41 AM 5 113
8:43 AM 5 113
8:45 AM 6 135
AM Poisson Dist
Queue Count (cars)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
n
Cars
f{ n;A )=(A") .exp{ -Al/{ nil
Average Cumulative Poisson l:Poisson l:poikson
7.516129 233 0.00409054 0.00409054 '0%
7.516129 233 0.01537252 0.01946306 'I 2%
7.516129 233 0.03851395 0.05797701 6%
7.516129 233 0.07236896 0.13034597 13%
7.516129 233 0.10878688 0.23913285 24%
7.516129 233 0.13627604 0.37540889 38%
7.516129 ?33 0.14632404 0.52173293 52%
7.516129 233 0.1374738 0.65920673 66%
7.516129 233 0.11480787 0.7740146 77%
7.516129 233 0.08629107 0.86030567 [86%
7.516129 233 0.05896135 0.9192670292%
7.516129 233 0.03693009 0.95619711 . 96%
7.516129 233 0.02135164 0.97754875 198%
7.516129 233 0.01146298 0.98901173 99%
7.516129 233 0.00574381 0.99475555 100%
7.516129 233 0.0026982 0.99745375 100%
7.516129 233 0.00119294 0.99664669 ~OO%
7.516129 233 0.00049813 0.99914482 100%
7.516129 233 0.0001970S 0.99934188 100%
7.516129 233 7.40S4E-DS 0.99941S93 100%
7.516129 233 2.650SE-05 0.99944243 100%
7.516129 233 9.0551E-06 0.99945149 100%
7.516129 233 2.9591E-06 0.99945445 100%
7.516129 233 9.2671E-07 0,99945538 100%
7.516129 233 2.7861E-07 0.99945565 100%
7.516129 233 8.0541E-08 0.99945573 100%
7.516129 233 2.2421E-D8 0.99945576 100%
7_516129 233 6.0184E-D9 0.99945576 100%
7.516129 233 1.5598E-D9 0.99945576 100%
7.516129 233 3.908E-10 0.99945576 100%
7.516129 233 9.4751E-11 0.99945576 100%
D~te Received:
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Original Submittal
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n
Cars
Queue
4:46 PM 17 383
4:48 PM 19 428
4:51 PM 13 293
4:53 PM 10 225
4:56 PM 10 225
4:58 PM 9 203
5:00 PM 18 405
5:02 PM 24 540
5:05 PM 32 720
5:07 PM 32 720
5:10 PM 27 608
5:12 PM 32 720
5:14 PM 32 720
5:16 PM 32 720
5:19 PM 32 720
5:21 PM 22 495
5:24 PM 13 293
5:26 PM 14 315
5:28 PM 15 338
5:30 PM 10 225
5:33 PM 15 338
5:35 PM 16 360
5:38 PM 15 338
5:40 PM 25 563
5:43 PM 15 338
5:45 PM 17 383
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
PM Poisson Dist f(n;A)=(An)*exp(-A)/(n!)
Count (Cars) Average Cumulative Poisson l"Poisson rpoisson
1 19.84615 516 4.77091E~08 I 4.77091E-08 0%
2 19.84615 516 4.73421E407 5.2113E-07 0%
3 19.84615 516 3.13186E-06 3.65299E-06 0%
4 19.84615 516 1.55389E-05 1.91918E-OS 0%
5 19.84615 516 6.16773E-05; 8.06692E-05 0%
6 19.84615 516 0.00020401 I 0.000284879 0%
7 19.84615 516 0.000576401 I 0.000863279 0%
8 19.84615 516 0.001434879 0.002298158 0%
9 19.64615 516 0.003164092 0.00546225 1%
10 19.84615 516 0.006279505 0.011741755 1%
11 19.84615 516 0.011329456 0.023071211 2%
12 19.84615 516 0.018737178 I 0.041808389 4%
13 19.84615 516 0.028604686 0.070413074 7%
14 19.84615 516 0.040549499 0.110962574 11%
15 19.84615 516 0.053650107 0.164612681 16%
16 19.84615 516 0.066546767 0.231159448 23%
17 19.84615 516 0.077688081! 0.308847529 31%
18 19.84615 516 0.085656089 0.394503618 39%
19 19.84615 516 0.089470733 0.483974351 48%
20 19.84615 516 0.068782497 0.572756848 57%
21 19.84615 516 0.083904338 0.656661186 66%
22 19.84615 516 0.075689927 0.732351113 73%
23 19.84615 516 0.065311041 0.797662153 80%
24 19.84615 516 0.054007207 0.85166936 85%
25 19.84615 516 0.042873413 0.894542773 89%
26 19.84615 516 0.03272586 0.927268633 93%
27 19.84615 516 0.024054906 0.951323538 95%
Date Received:
JUN 3 0 2010
original Submittal