HomeMy WebLinkAboutMiscellaneous APPLICANT 5/24/2007
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RESPONSE TO
OOOT COMMENTS
EAST SPRINGFIELD REZONE
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TRAFFIC IMPACT
ANALYSIS
SPRINGFIELD, OREGON
Date ReceiveQ:2! ;). Lt 01
Planner: DR '" - . ~
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MAY 2 4 2007
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[ N GIN I f R
I' I t\ N N E R \
PROllel MANAGI
May 21, 2007
Stephen B, Wilson, PE
Region 2 Senior Traffic Analyst
Region 2 Tech Center
455 Airport Road SE Building A
Salem, Oregon 97301
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RE: East Springfield Rezone Traffic Impact Analysis
Response to OOOT Comments dated May 10, 2007
Dear Stephen Wilson,
This letter addresses OOOT's comments dated May 10,2007, regarding the March 6,
2007, Traffic Impact Study (TIA) by JRH Transportation Engineering for the East
Springfield Rezone on Highway 126, The following outlines the comments made by
OOOT and JRH's response.
ODor Commellt #1:
"The classification oj Main Street (OR 126) n/llst also be listed by the ODOT
Classification:
.1
Respollse to Commellt #1:
The OOOT classification for Main Street (OR 126) is a Statewide Highway, A revised
Table 1 is included illustrating the addition of OOOT classification,
Revised Table 1: Study Area Roadway Characteristics
...
Main Street J[2-]~ No 'I4O-"L ODOT JtStc f(rI joy
_ _(OR.126l_ _ .. ----Il __I __ L-MajoC.MeriaL
42nd Street 1 Yes 30 City of Springfield Minor Arterial
--)4'~-Street J .-1-j ::--'Y;S- I: -25' J IQiiVOf SQringfield -I '-Collector/Local ..,
46~ Street 1 Yes 25 City of Springfield Collector/Local
4SiiS,tr.eet.. - - _ .... T .. NO: _..3.0-:' rCity o(SpringfieJiCll_ _ColLegor -~
Roadway
Jurisdiction
Classification
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 2
ODOT Comment #2:
"The sludy needs to demonstrate how the Seasonal Adjustmenl Factors were applied
to the raw Iraffic data, A graphic showing the raw traffic volumes should also be
provided"
Response to Comment #2:
To determine the peak season volumes, the raw traffic counts for each turning
movements was multiplied by the calculated seasonal adjustment factor. For the
counts taken in November the factor is I ,0978 and for the counts taken in January the
factor is 1,1377, Figures 3a and 4a included in Appendix A of this letter illustrates the
raw traffic volumes and the traffic volumes after the seasonal adjustment factor was
applied,
ODOT Comment #3:
"The peak hours assumed for this study seem reasonable; assuming the Peak Hour
Factors were calculated off data from these assumed hours, and were the same for all
intersections"
Response to Comment #3:
The peak hour traffic volumes and factors were calculated assuming the same peak
hour for all intersections, which is 7:45 to 8:45 AM and 4:15 to 5:15 PM, The peak
hour factors calculated from the count data were only used in the existing analysis, all
future year analysis used the ODOT default peak hour factors as outlined in the
Analysis Procedures Manual. Appendix B ofthis letter contains the calculations for
the peak hour volumes and peak hour factors from the raw traffic counts,
ODOT Commellt #4:
"The 2006 Existing PM Peak Traffic volumes do not seem correcte As part of this
review calculalions were made using Ihe raw traffic data alld the assumed Seasonal
Adjustmenl factors presenled in this sludy. The review calculalions were unable 10
confirm the traffic volumes presented in Figure 4e See related comment for page 8"
Response to Commellt #4:
The traffic volumes shown in Figure 4 were derived by applying the seasonal
adjustment factor to the raw traffic volumes, The seasonally adjusted traffic volumes
were then balanced between intersections and were balanced to the intersection counts
that appeared to be the most reliable, Figure 4a in Appendix A of this letter contains
the seasonally adjusted traffic volumes before balancing, Figure 4 of the TIA contains
the seasonally adjusted traffic volumes after balancing between intersections,
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21. 2007
Page 3
ODOT Comment #5:
"ODOT does not hdve a standardfrom which you can compare an Intersection Crash
Rate, This study cites a crash rate threshold of 1,0, This is not an ODOT standard,
and it is unclear where this standard may have originated. The only ODOT standard
for comparison is a Segment Crash Rate, which should be calculatedfor Ihe crashes
in at least a mile oflhe sludy area roadway,"
Response to Comment #5:
In the ODOT's Analysis Procedures Manual, section 5.2.1 page 5-3 states that "At
intersections a crash rate of I ,0 or greater is generally considered to be an indication
that further investigation is warranted." JRH applied this information to the
intersection crash data received by ODOT, At ODOT's request JRH is providing a
further investigation of crash history within the study area, The investigation
determined that the SPIS data for the segment of roadway on Main Street from 42nd
Street to 46th Street is 'identified as having 6-9 fatal crashes and the segment from 46th
Street to 48th Street is identified as having 3-5 fatal crashes from the year 2003 to
2005, The SPIS data further shows that the segment from mile post 4,52 to 4,70
(encompassing 42nd Street) is listed in the top 5% SPIS ~ites, The segment between
milepost 4.45 and 5.45 of Highway 126 was analyzed to determine the segment crash
rate. The segment crash rate and statewide average crash rates are shown in Table A
below,
Table A: Segment Crash Rates
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ODOT Comment #6:
"This study must demonstrate how the Historical Growth Rates were applied 10 the
2006 3(/h Highest Hour traffic volumes, Calculalions to confirm the 2008 and 2023
data were unable to duplicate the future volumes cited in this report, "
Response to Comment #6:
JRH determined the future year traffic volumes by using the travel demand model
information obtained from ODOT, The model illustrates bi-directional traffic volumes
on roadways between intersections, JRH obtained a base year model 2002, and a
future year model 2025, JRH was able to utilize the seasonally adjusted unbalanced
count data in combination with the model data and apply the information into JRH
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 4
Moves, a software program designed to determine the future year turning movement
volumes, The JRH Moves software utilizes the post-processing methodology outlined
in NCRP Report 255 to determine the traffic volumes, JRH Moves has been reviewed
by TP AU and deemed acceptable to use for these calculations, The JRH moves inputs
and outputs are included in Appendix C of this letter.
ODOT Comment #7:
"This report states the maximum development potential was determined for the
property given its currenl zoning of Light-Medium Industrial. For this scenario, how
was the maximum allowable development delermined"
Response to Comment #7:
To determine the development potential of the existing zoning, the available uses
under the zoning were examined to determine the most feasible building solutions for
the area. Once the uses were determined the building size was established by
comparing the available lot size with the parking, landscaping, drainage, etc,
requirements, Through an iterative procedure the development mix and size, as shown
in Tables 5 and 6 in the TIA, were determined to utilize the maximum building.size
while maintaining the parking, landscaping, and drainage requirements, While the
land uses may not be the highest trip generators, they were established as the most
likely development scenario, T~bles 5 and 6 are included below,
Table 5: AM Peak Hour Trip Generation.Maximum Potential of Site for Existing Zoning
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 5
Table 6: PM Peak Hour Trip Generation-Maximum Potential of Site for Existing Zoning
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ODOT Comment #8:
"The study's trip generation analysis for the proposed zoning, assumed a 30,000 sf
Medical Office Building would be the only development of this site, To satisfY the
TPR-level Analysis, the trip generation sludy for the proposed zoning must be for the
maximum allowable develooment on that site, given the City's development codes and
regulations, "
Response to Comment #8:
The development potential of the current zoning generates 243 trips in the PM peak
hour. The development may contain approximately 75,600 square feet of medical
office building without exceeding traffic generated by the existing potential. In
addition the development may contain approximately 92,300 square feet of specialty
retail, or 44,700 square feet of shopping center before the existing trip generation is
exceeded,
At 5.24 acres, the maximum building size that can be developed under the proposed
zoning is 84,270 square feet. The building size was determined by comparing the
parking stall requirement and the landscape and drainage requirement to the size of
building as described in Response #7, At 84,270 square feet, a specialty retail center
would generate approximately 224 trips, which is lower than that generated by the
existing land use,
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 6
The report illustrates an intersection analysis for the future year 2023 conditions with
the addition of 103 new trips on the system, The most feasible development potential
of the existing zoning will result in 243 trips, Under the proposed zoning, the
development of 76,3 70 square feet of shopping center will result in 346 development
trips or 103 new trips on the system, To comply with the transportation planning rule,
the applicant would agree to a trip cap of 346 PM peak hour trips,
ODOT Comment #9:
"The trafJic volumes for all Future Build-Out data sets will need to be revised to
account for corrections made to address the previous comments"
Response to Comment #9:
As there will be no revisions to the existing traffic volume, as indicated in the
previous comments, there is no revision needed for the future year build-out volumes,
'.
ODOT Comment #10:
"The trafJic data for this study is in question. Any analysis made from these data sets
is also questionable and must be revised; taking into account the previous comments,
This commenl can also be applied to Ihe queuing analysis developed for Ihis study, "
Response to Comment #10:
As discussed in the previous comments there was no error made in developing the
existing count data, nor was there an error made in the developing of future year
traffic volumes, The analysis and conclusions resulting from the traffic volumes will
not need to be revisited,'!
ODOT Comment #11:
"The scope of work for this TIA required 3-hour Manual Classification Counts for all
study-area intersections, However, a review of the manual count dala was unable to
determine any truck volumes or percentage, The truck IrafJic in the area is significant,
and musl be taken into account, "
Response to Comment #11:
The counts taken by JRH indeed did not include classification counts, As discussed
with Stephen Wilson, JRH has obtained a full classification count from ODOT for the
intersection of Main Street at 42nd Street. The truck information for Main Street
obtained from this count will be balanced along the segment of Main Street included
in this study, The AM truck percentages on Main Street are approximately 2,5 % for
the eastbound through and 3.4 % for the westbound through, The PM truck
percentages on Main Street are 1,9 % for westbound and 1.4 % for eastbound, It
should be noted that the change in truck percentages does not change the operation of
any of the studied intersections. A queuing analysis was re-run with the correct truck
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 7
percentages for the year 2023 AM and PM build analysis. The queuing results as well
as the SimTraffic outputs are included in Appendix D of this letter. The queuing
report shows that none of the available storage was exceeded for any of the studied
intersections, Please note, the queuing analysis also takes into account the changes as .
per comment 12,
ODOT Comment #12:
"A review of the Synchro outputs has noted several inconsistencies Ihroughout Ihe
analysis:
. An ideal Saluration Flow Rate of 1900 pcphpl was assumedfor both signalized
intersections (42nd and 48th), while 1800 pcphpl was assumedfor Ihe two
unsignalized intersections, The ODOT Analysis Procedures Manual requires a
saturation Flow Rate of 1800 pcphpl for all inlersections,
. The Iruck percentages must be based on real-world dala, The Synchro default
of 2% is not acceptable,
. Unless the Yellow Time (s) entered into Synchro for the signalized
intersections is based on either an ODOT or City timing sheets, this analysis
should assume 4,5 seconds of yellow for the City-street approaches, The 5,0
seconds of yellow is generally reserves for highways with an 85th percentils
speed equal or greater to 45mph, "
Response to Comment #12:
JRH has revised the Synchro models to include a saturation flow rate of 1800 pcphpl
for the signalized intersections and the correct heavy truck percentages, The signal
timing sheets provided by the City of Springfield are included in Appendix E of the
TIA and show that indeed a 5,0 second yellow time was used; therefore the yellow
time in Synchro was not changed per the ahove comment. The revisions to Synchro do
not result in the operation of the build scenarios to exceed the operation of the no-
build scenarios, Tables 8 and 9 from the TIA are included below; in addition, a
Revised Table 8 and Revised Table 9 are also included which illustrate operations
with the above changes implemented, The Synchro results are included in Appendix E
of this letter.
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 8
Table 8: Signalized Intersection Performance
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21, 2007
Page 9
Table 9: Unsignalized Intersection Performance
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 10
REVISED Table 9: Unsignalized Intersection Performance
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ODOT Commellt #13:
"The TPRfilldings from this study are ill question, due to the inconsistencies noted in
this review, It is very likely they will Ileed to be revised, based on the
recommelldations ill this review, "
Respollse to Commellt #13:
As shown in the revised Tables 8 and 9 the addition of development traffic does not
further degrade the operation of the studied intersections to below the no-build
operation, therefore the TPR findings as discussed in the TIA are still valid,
ODOT Commellt #14:
"Based all the previous comments in this review, Ihe conclusiolls drawn and
recommendations proposed are in queslions, It is very likely they will need to be
revised, based on the recommendatiolls in this review, , "
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21, 2007
Page 11
Response to Comment #14:
As described in the previous comments the traffic volumes used in the analysis do not
need revisions, With the revisions to the Synchro outputs as described under comment
#12, the operation ofthe studied intersections with the development does not worsen
when compared to the operation without the development; therefore the
recommendations and conclusions as described in the TIA are still valid,
Very tml y~s,
/\
Attachment: Appendices A . E
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E N GIN E E R
r R 0 J E C T
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MANAGE
Appendix A
Scope of Work
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-Oregon
Theodore R. Kulongoski, Governor
Department of Transportation
Region 2 Tech Center
455 Airport Road SE Building A
Salem, Oregon 97301.5397
Telephone (503) 986-2990
Fax (503) 986.2839
Date:
November 27, 2006
Traffic Impact Analysis ,Scope of Work
Highland Business Park Zone Change
Peacehealth - Medical Office Building
McKenzie Highway - OR 126 Bus. (Highway #15)
Milepost 4.61 - 5.00
City of Springfield
Lane County
Subject:
Attn:
BarfBenthul
JRH Transportation Engineering
1175 East Main Street, Suite 1C
Eugene, OR 97504
(541) 776-9966
BartBenthul@irhweb.com
File: T15-3
The purpose of this letter is to define the scope of work for a Traffic Impact Analysis
(TlA) , as required under the Oregon Department of Transportation's (ODOT)
Transportation Planning Rule1 (TPR), It is Department's understanding this 4.85 acre
parcel, commonly known as the Highland Business Park development, is currently
zoned as Light- Medium Industrial (LM.I), and is proposed to be rezoned as Community
Commercial (CC), This TIA shall address the "worst case" impacts of the zone change
in order to satisfy the TPR.
A subsequent analysis must be developed to determine the more specific impacts that
may occur due to the Peacehealth (Medical Office Building) Development, with the
addition of approximately 30,000 square feet of Medical Office space to the City of
Springfield over the life of the project. This analysis, as required under OAR 734-0512,
must be submitted as part of the Application for State Highway Approach. The
information identifying the limits of the project shall be defined in the TIA and shall be
pre-approved by the City of Springfield and ODOT before continuing the evaluation,
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,
As this project involves land use actions, the Oregon Transportation Planning Rule
(OAR 660-012-0060, Plan and Land Use Regulation Amendments) shall apply,
Analysis of significant effect on both state and City transportation facilities and facilities
adequacy with proposed mitigation based on the entire site will be required or portions
of the parcels will have to be withdrawn from the zone change requests or limitations of
the uses within zone changes will have to be approved by all agencies, There could be
a significant effect on City of Springfj~,ld transportation facilities which also will require
mitigations. This cannot be determined until final configuration of the traffic volumes
and distribution on,the local systems has been approved,
The City of Springfield and ODOr have discussed the proposal and have decided that
OOOT will be the lead agency for review and comments in regard to the traffic impacts
and proposed mitigations to the local transportation infrastructure,
Scope of Work:
I. GENERAL
Executive Summa'"'l
Provide a description of the development, site location and study area (including a
site map). Briefly describe the purpose of the analysis, principal findings,
recommendations and conclusions,
Anal~sis Studv Area
Provide a text description (including tax-lot descriptions) of the proposed
development; and a graphic showing the intersections and accesses to be evaluated
as part of this analysis,
Signalized Intersections to be evaluated:
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Unsignalized Intersections to be evaluated:
J. OR 'f.2(~ ,~. 44.u'/:J.S(1i Siroed ." J.Flo~lf Gourd
:{ OR t 20 8: <tOil! Sl'I'E!er -. 3.Nour Coun!'
il, OR 126 & Driv"way Access -, To ,8'3 Del/eiop<x!
Note: The traffic distribution and volume determinations may expand the area of
investigation or could eliminate some of the above indicated intersections,
II. TRAFFIC DATA
Traffic Counts
For all study area intersections and approaches, the manual classification counts
shall be at least 3-hours long, made during both the morning and afternoon peaks,
with 15-rninute breakdowns, The morning peak hour usually occurs from 6:00 AM to
9:00 AM and the afternoon peak usually occurs from 4:00 PM to 7:00 PM, ODOT
and the City are not aware of any "false" peaks for this area of the City, If there are
indications of problems during these time frames, the traffic evaluation shall address
all concerns.
Raw traffic volumes will not be accepted for use in traffic analysis, All traffic volumes
shall be seasonally adjusted to represent 30th Highest Hour Volumes (30HV) for
Current Year, each anticipated phase completion, and Future Year "background
traffic' conditions, all with and without the development. For guidance, please refer
to Chapter 4 in ODOT's Analysis Procedures ManuaF (APM),
Site TriD Generation. Distribution and Assiqnment
Site trip generation' shall utilize the most recent edition of the Institute of
Transportation Engineers (ITE) Trip Generation Manual to estimate daily and peak
hour trip volumes originating from and destined to the proposed development. In
this instance, a reasonable worst-case land use scenario should be assumed based
on the allowed uses under the current and requested zone(s), All assumptions and
adjustments shall be documented and discussed in the TIA, or in an appendix, Trio
aeneration mav beadiusted with additional Information and refinement.
This analysis should use available transportation models in conjunction with the City
of Springfield's Transportation System Plan and the Comprehensive Plan to
estimate traffic distribution patterns. This TIA could be a significant amendment to
the current Comprehensive Plan and the Transportation System Plan, Approved
computer models, such as Traffix, or manual calculations may also be used for
determining trip assignments for site-generated traffic volumes on roadways within
the study area,
3 hHn:!/www.ore1!On.2ov/ODO.I/I.D/I.I) /l 'APM.shtny
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Pre-approval of trip generation and distribution parameters shall be obtained
prior to commencing further analysis. Please note: This is also a good time
to verify all assumptions to be utilized in the traffic analysis or to discuss any
abnormalities noted in the review 'of the development area.
III. ANALYSIS PROCEDURES
CaDacitv Analvsis
Capacity analysis of signalized 'intersections, unsignalized intersections, and
roadway segments shall follow the, established methodologies of the current
Highway Capacity Manual (HCM2000), For signalized intersections, the overall
intersection V/C shall be reported, For unsignalized intersections, the highest
approach V/C shall be reported, along with an indication of its corresponding
movement.
OOOT's Development Review Guldelines4 (Table 3,3,8) lists the OOOT default
values for use in signalized intersection analysis, If multiple intersections are
analyzed, the traffic volumes shall be balanced between intersection nodes, All
intersection capacity analyses shall include heavy vehicles percentages by
approach, as determined from manual counts, Project level mobility results (VIe)
from the TIA will be compared against ODOT's 2003 Highway Design Manuaf
(HDM) mobility requirements (Table 10-1, 20 Year Design Mobility Standards),
Planning level mobility results (V/C) from the TIA will be compared against Highway
Mobility Standards (Policy 1 F) and the Maximum V/C Ratios provided in Table 6 of
the 1999 Oregon Highway Plan6 (9HPJ,
Application of Computer software shall closely follow ODOT-approvedanalysis
methodologies, HCS2000 andSynchro/SimTraffic are examples of accepted
analysis software, For further guidance, contact TPAU.
Queue LenQth Analvsis
Intersection operation analysis shall include the effects of queuing and blocking.
Average queue lengths and 95th ~ercentile queue lengths shall be reported for all
study area intersections. The 95th Percentile queuing shall be used for design
purposes, and will be reported to the next highest 25 foot increment. Any
methodology used to determine queue length shall be approved in advance by either
TPAU or the Region Traffic Section,
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IV. ANALYSIS REQUIREMENTS
Intersection Siaht Distance
Adequate intersection sight distance shall be veri~ed for all proposed intersections
and highway approaches as required in the 2003 HDM. For guidance, please
contact the Region Access Management Engineer,
Riaht & Left Turn Lane Criteria
Proposed right or left turn lanes at, unsignalized intersections and private approach
roads shall meet installation criteria contained in the 2003 HDM. For turn lane
evaluation procedures, refer to Chapter 7 in the APM.
Traffic Sianallnstallations & Modifications
All analyses and recommendations related to new and/or modified traffic signals
shall follow ODOT's Traffic Signal Policy and Guldelines7, and all subsequent
revisions. Any recommendations for traffic signals to be installed or modified as part
of future mitigation should meet preliminary signal warrants (MUTCD Warrant #1,
Case A & B), For guidance, please refer to Chapter 7.4.1 in the APM, For further
guidance, please contact either Region 2 Traffic or TPAU,
New signal proposals for the' Day of Opening shall show, but are not limited to, the
following:
. A clear indication of need for the traffic signal; only after other enhancements to
nearby signals or intersections, are shown to be insufficient to mitigate the new
highway related impacts resulting from the proposed development.
. An assessment of the ability of,the existing, planned, and proposed public roads
to accommodate development traffic at another location,
. A detailed description how the proposed development will affect the existing and
proposed study area intersections,
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. Documentation of traffic volumes and signal warrant satisfaction; if a new signal
is determined to be the correct solution.
Clearly show how one or more of the eight warrants identified in the Millennium
Edition of the Manual on Uniform Traffic Control Devices (MUTCD), Chapter 4C,
, '
Sections 1 through 9 are met, consistent with the requirements of OAR 734-020-
0490, Traffic signal spacing reql!irements shall conform to the 1999 OHP and all
amendments, Progression analysis shall meet the requirements of OAR 734-020-
0480,
If applicable; complete time-space diagrams for each of the analysis scenarios,
includirig the existing coordinated ~ystem must be provided. They shall demonstrate
that the proposed signal system:is capable of maintaining adequate progression
band widths for the through traffic along the state highway on the most critical
" roadway segments through the study area,
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NOTE: It is ultimately up to the State Traffic Engineer to approve all signal
installations, modifications and deviations, Just because an intersection may meet
the MUTCD Warrants does not insure a traffic signal will be approved by the State
Traffic Engineer.
V. ANALYSIS OUTPUT
Existina Conditions
Identify current year site conditions at the proposed development location, This
includes, but is not limited to the following:
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· A description of the site location, zoning, existing use(s), and proposed use(s)
of subject property,
· A description of surrounding and anticipated land uses,
· A graphic identifying existing lane configurations and traffic control devices at
the study area intersections
· A graphic showing existing 30HV traffic; reported as AM (6:00-9:00 a,m.) and
PM (4:00-7:00 p.m,) Peak Hour Volumes (PHV), and also as average daily
traffic (ADT), Also include in this graphic a list of heavy vehicle percentages
by approach and growth rates used for future volumes,
· Identify all proposed road segments, public intersections, public or private
approaches where the proposed project can be expected to add additional
traffic volumes greater than 10 percent of the current traffic volumes or at a
minimum 300 vehicle trips in a single day or more than 50 additional vehicle
trips in any single hour. '
· An analysis of existing intersection operations, reported in terms of both
Volume to Capacity (V/C) and Level of Service (LOS),
· An analysis of at least 3-years worth of crash data; including information on
all SPIS sites within or adjacent to the study area.
Traffic Volumes & Operations - Year of 0penina and Years of AnticilJated
Phasesi. with & without ProlJosed DevelolJment
For the TPR study, an assessment shall be made of all study area intersections due
to the impacts of the proposed zone change for the Year of Opening, for both
"background traffic" and "total t,"afflc" conditions, "Total traffic" conditions are
considered "background traffic" volumes plus site generated trips. A subsequent
Access Management analysis sliall' also consider not only the initial Year of
Opening, but also the Year of Opening for each development phase, for both
"background traffic" and "total traffic" conditions,
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Both analyses should provide the following:
o A graphic showing Year of phase "background traffic" and "total traffic'
volumes,
o A graphic or table showing V/C and LOS analysis results for both
"background traffic" and "total traffic" volumes.
o A graphic or table itemizing storage length requirements for all approaches,
rounded to the next nearest 25 foot increment.
o If applicable, a discussion of progression performance along the analysis
corridor.
,
Traffic Volumes & ODerations - Future-Year: with & without Prooosed
DeveloDment
For the TPR study, an assessmentshall be made of all study area intersections for a
15-year horizon due to the impacts of the proposed zone change, It shall also
include anticipated development in the surrounding area, and all anticipated
improvements on the transportation system for both "background traffic' and "total
traffic" conditions, A subsequent Access Management analysis shall consider a
Future-Year assessment, based on the requirements in Table 3,3,1 from the DRG,
for both "background traffic" and ':total traffic' conditions. It shall include the total
impacts from all assumed phases; plus the anticipated development in the
surrounding area, and all anticipated improvements on the transportation system for
both "background traffic" and "total traffic" conditions,
Both analyses shall provide the following:
o A graphic showing Year of Opening "background traffic" and "total traffIc"
volumes.
o A graphic or table showing V/C and LOS analysis results for both
"background traffic" and "total traffic" volumes.
o A graphic or table itemizing storage length requirements for all approaches,
rounded to the next highest 25 foot increment.
o If applicable, a discussion of progression performance along the analysis
corridor,
Planned transportation system improvements anticipated within the 15-year horizon
shali be incorporated into the Future Year analysis, Do not incorporate
improvements that are proposed as mitigation for the development. For guidance,
please refer to the Transportation Planning Rule8 (TPR); OAR 660-012-0060,
I~ htf,,:llclJov.ol'C!.!Ou.!!uv/ODO'f; TI)( I P ;TPR.shtml
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Analvsis Variable Inouts
A summary of traffic analysis variable inputs shall be provided in an appendix, In
Synchro, the Int: Lanes, Volumes, Timings report is the output source for this
information, TIA's submitted without an input summary will not be accepted by the
Department
Conclusions and Recommendations
Summarize existing and future conditions and discuss the proposed development's
impacts, Identify any operational or safety deficiencies and recommend mitigation
along with the effectiveness of the mitigation, Summarize how the proposed
development complies with all operational and safety standards in the applicable
approval criteria, Also summariz$ all proposed mitigations and the "assigned"
proportionality to the development for all locations,
Note: Signal timing adjustments wiilnot be considered as mitigation.
Please submit three stamped, final hard copy versions of the TlA for review to
ODOT and a final hard copy version to the City of Springfield, Also, please submit
all electronic analysis files for review to ODOr so staff can verify assumptions,
default settings, and other values included in the traffic analysis, If the analysis
performed used traffic software other than Trafficware's SynchrolSimTraffic software
or Highway Capacity Manual 2000 software, please submit the appropriate UTDF
files for review, You may contact the Region Traffic Analyst for details, ODOT staff
will need a minimum of 30 days for review and comment on the TIA. The review
period should be completed prior to initiation of the City of Springfield's land-use
process,
Please include this scope of work and any other correspondence related to this
study as an appendix item in the TIA '
We hope this will provide enough information to get started on the analysis, We are
pleased to work with you and your staff to answer any questions that arise during the
course of your work, Additional coordination of traffic analysis data may be required
during the TIA review process. '
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If you have comments, questions, or require additional information regarding traffic
engineering issues, please contact me directly at (503) 986-2857 or by e-mail listed
below, If you have comments, questions, or require additional information regarding
land use issues, you may contact Ed Moore, Area 5 - Senior Planner at (541) 747-
1354, Mr, Dennis Santos will serve::as the Development Review Coordinator for this
project, and he may be reached at (503) 986-5762,
Stephen B, Wilson
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Senior Traffic Analyst
ODOT - Region 2 Tech Center
455 Airport Road SE, Building 'A'
Salem, OR 97301-4989
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I PEACEHEAL TH - SPRINGFIELD MAIN OFFICE BUILDING
i' (DRAFT) TRAFFIC IMPACT ANALYSIS SCOPE OF WORK - STUDY AREA
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I 'File : PEACE-,PPT
, Date: 11127/2006
R~ion 2 Traffic
II PreDared Bv: S. Wilson.. PE
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II FIGURE 1
REGION 2 TECH CENTER
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P l ANN E R 5
Appendix B
Traffic Counts
-------------------
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42nd and Main Street,
Springfield, Oregon
11/1512006
Street Name 42nd.-From North MAIN--From East 42nd--From South MAIN-.From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds
6:30 AM 16 16 17 0 60 71 1 0 8 74 24 1 13 36 34 3
6:45 AM 16 20 20 0 48 111 5 3 6 67 25 0 9 44 24 2
7:00 AM ,11 18 31 0 31 66 4 2 3 77 25 0 12 39 28 1
7:15AM 29 33 25 0 28 95 8 0 2 74 30 0 8 44 18 0
7:30 AM 18 24 34 2 35 116 7 2 4 99 36 0 9 47 23 1
7:45AM 21 46 43 0 35 123 10 0 5 84 47 1 5 59 28 1
8:00 AM 28 30 27 1 30 107 8 0 17 68 40 0 8 58 31 1
8:15AM 23 25 32 1 41 119 11 3 11 60 27 1 20 83 32 0
8:30 AM 25 23 30 l' 27 101 13 0 11 75 39 0 14 89 34 2
8:45 AM 35 24 45 0 31 103 8 0 11 49 26 1 18 81 19 1
9:00 AM 16 21 33 1 23 128 19 0 13 42 31 0 13 81 20 1
9:15AM 31 45 51 0 28 105 18 1 10 43 34 2 15 83 25 3
9:30 AM 30 22 28 0 27 129 21 1 12 66 29 0 16 85 28 2
3:30 PM 34 66 56 0 49 159 28 0 8 56 36 0 24 149 36 0
3:45 PM 49 84 63 0 41 131 21 0 14 47 34 0 31 149 34 0
4:00 PM 54 58 60 0 42 106 15 0 14 44 21 0 24 ,155 33 0
4:15 PM 60 87 81 0 43 91 20 0 14 52 36 0 25 157 29 0
4:30 PM 43 75 53 0 36 127 24 0 12 40 36 0 26 186 46 0
4:45 PM 40 74 62 0 34 94 27 0 8 66 27 0 23 159 37 0
5:00 PM 46 71 57 0 59 114 29 0 13 53 34 0 25 184 29 0
5:15 PM 49 86 74 0 32 114 17 0 14 60 31 0 37 149 30 0
5:30 PM 35 73 65 0 50 98 14 0 14 72 23 0 25 156 44 0
5:45 PM 46 80 65 0 32 119 22 0 7 41 25 0 29 136 36 0
6:00 PM 43 62 61 0 28 86 14 0 12 32 29 0 17 119 33 0
6:15 PM 41 67 52 0 33 102 21 0 11 44 19 0 22 122 26 0
- - - - - - - - - - - - - - - - - ,- -
'--'- "'-.........
---.-"
'--
48nd and Main Street
Springfield, Oregon
11/1512006
Street Name, 48TH--From North MAIN-From East 48TH--From South MAIN--From West
Start Time Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds Right Thru Left Peds
6:30 AM 8 1 0 0 4 100 1 0 0 7 15 0 1 34 22 0
6:45AM 7 1 0 0 2 ,100 1 0 2 4 10 0 0 41 13 0
7:00 AM 7 0 1 0 0 99 2 0 2 7 9 1 2 44 6 0
7:15AM 17 1 0 2 0 116 2 1 0 10 11 0 4 52 6 1
7:30 AM 10 0 0 0 2 120 1 1 0 6 13 0 5 57 6 1
7:45 AM 10 1 3 0 2 156 1 0 1 2 12 0 4 71 2 0
8:00 AM 11 0 1 2 0 116 9 0 2 2 9 0 5 76 7 1
8:15AM 12 0 2 0 0 124 0 1 0 7 14 0 8 115 11 0
8:30 AM 13 1 1 0 1 112 2 0 2 6 9 0 7 93 7 1
8:45 AM 12 0 1 0 0 105 0 0 2 3 6 0 2 81 4 1
9:00 AM 10 0 0 1 1 162 0 0 2 0 1 0 2 U1 11 1
9:15AM 13 3 0 1 1 142 1 1 3 3 5 0 2 116 8 0
3:30 PM 34 4 1 0 3 140 5 0 0 2 13 0 11 180 10 2
3:45 PM 18 5 4 0 3 163 3 6 2 1 1 0 12 160 24 1
4:00 PM 14 3 3 0 0 130 3 0 0 2 5 1 10 175 13 2
4:15 PM 14 2 3 0 1 119 5 0 4 4 4 1 12 222 16 3
4:30 PM 11 0 2 0 3 165 2 1 3 4 9 0 19 225 12 0
4:45 PM 11 2 3 0 0 110 4 1 2 0 5 0 18 240 3 1
5:00 PM 16 2 3 2 2 148 2 0 3 2 10 0 17 223 10 3
5:15 PM 21 5 6 0 0 110 5 0 1 0 7 0 26 213 5 2
5:30 PM 13 3 0 0 1 120 3 1 0 1 14 0 22 216 9 1
5:45 PM 7 4 1 1 1 148 5 1 2 3 9 0 18 189 8 2
6:00 PM 6 3 1 0 0 90 1 0 0 2 11 0 6 175 10 3
6:15 PM 6 8 1 0 2 123 2 0 0 1 8 0 4 160 9 0
6:30 PM 0 1 0 0 0 2 0 0 0 0 1 0 0 11 0 0
- - - - - - - - - - - - - - - - - - -
~.~-.... --' --- '---. -- ..i._'
JRH Transportation Enginering
4765 Village Plaza Loop, Suite 201
(541) 687-1081 File Name : 44THAN-2
Site Code : 00000000
Start Date 1/30/2007
Page No : 1
GrOUDS Printed- Unshifted
44TH I MAIN
Fmm North Fmm West
Start Time Right I Thru Left' Peds I App, App, :~~i Right I Thru I Left r Peds I App, Int. r
Tnt::!1 Right Tnt~l Right Total Total
Factor I 1,0 1,01 1,0 1.0 1,0 1,0 ,-- 1~ 1~1 1~ 1~ 1
06:00AM 0 0 0 0 1 76 78 1 10 0 31 0 0 31 119
06:15AM 1 0 0 1 0 107 109 1 7 3 42 0 0 45 162
06:30 AM 0 0 0 0 0 127 127 0 7 2 50 0 0 52 186
06:45AM 0 0 n n 1 '1" '17 n 4 n 53 1 0 54 175
Total 1 0 0 1 2 426 431 :2 26 28 5 176 1 0 1821 642
07:00 AM 1 0 0 0 1 0 120 0 0 120 2 0 6 0 8 1 49 3 0 53 182
07:15 AM 0 0 0 0 0 0 159 2 0 161 2 0 14 0 16 2 63 0 0 65 242
07:30 AM 2 0 0 0 2 0 180 1 0 181 1 0 8 0 9 1 85 0 0 86 278'
07:45 AM 0 0 1 n 1 n 1R~ ? n 1"5 n n ? n ? 6 99 1 0 106 294
Total 3 0 1 0 4 1----0 ' , 642 5 0 6471 5 6 30 6 35 10 296 4 0 310 996
08:00 AM 2 0 1 0 3 0 137 0 0 137 1 0 8 0 9 3 118 0 0 121 270
08;15 AM 2 0 0 0 2 0 162 1 0 163 0 0 5 0 5 4 121 2 0 127 297
08:30 AM 0 0 1 0 1 0 145 3 ,0 148 1 0 8 0 9 5 91 0 0 96 254
08:45 AM 1 0 0 n 1 ? 141 1 n 1.1..1 n n 1 n 1 3 99 1 0 103 249
Total 5 0 2 6 71 2 585 5 0 592 :2 6 22- 0 241 15 429 3 0 447 1070
Grand Total 9 0 3 0 121 4 1653 12 1 1670 I 9 0 78 0 871 30 901 8 0 9391 2708
Apprch % 75,0 0,0 25,0 0,0 0,2 99,0 0,7 0,1 10,3 0,0 89.7 0,0 3.2 96,0 0,9 0,0
Total'% 0,3 0,0 0,1 0,0 0,4 0,1 61,0 0,4 0,0 61.7 0,3 0,0 2,9 0,6 3,2 1.1 33,3 0,3 0,0 34,7
- - - - - - - - - - - - - - - - - - -
",", -' --.-'
JRH Transportation Enginering
4765 Village Plaza Loop, Suite 201
(541) 687-1081 File Name : 44th and Main PM
Site Code : 00000000
Start Date 1/25/2007
Page No : 1
Groups Printed- Unshifted
44TH
From West
Start Time Right App, Right App, ~~~i Right I Thrul- Leftl Peds I App, Int.l-
Tl)tal Total Right Total Total
Factor 1,0 1.0 1,0 1 n 1 n 1.0 1_0 .J
03:30 PM ;j 3 ----0 182 1 4 10 215 3 0 ----n8 41'
03:45 PM 1 2 0 184 6 12 13 200 4 0 217 415
Total 4 5 0 366 7 16 23 415 7 0 445 832
04:00 PM 3 0 0 0 3 0 150 5 0 155 0 0 7 0 7 13 260 1 0 274 439
04:15 PM 6 0 0 0 6 1 173 1 0 175 4 0 5 0 9 11 260 1 0 272 462
04:30 PM 5 0 2 0 7 1 172 5 0 178 4 0 6 0 10 12 252 1 0 265 460
04:45 PM 1 0 0 0 1 0 196 2 0 198 3 0 3 0 6 21 270 2 0 293 498
Total 15 0 2 0 171 2 691 13 0 706 11 0 21 0 32 57 1042 5 0 1104 1859
05:00 PM 2 0 0 0 2 0 162 5 0 167 1 0 6 0 7 10 266 2 0 278 454
05:15PM 4 0 1 0 5 0 152 0 0 152 .0 0 11 0 11 17' 242 18 0 277 445
05:30 PM 3 0 1 0 4 0 183 1 0 184 2 0 8 0 10 9 257 4 0 270 468
05:45 PM 3 0 1 n 4 n 114 , n 1:\!=I 2 0 5 0 7 10 240 2 0 252 402
Total 12 0 3 0 151 0 631 11 ,0 6421 5 0 30 0 35 46 1005 26 0 1077 I 1769
06:00 PM 6 0 0 0 6 0 136 2 0 138 2 0 4 0 6 5 225 3 0 233 383
06:15 PM 2 0 1 0 3 0 131 2 0 133 2 0 5 0 7 8 194 1 0 203 346
Grand Total 39 0 7 0 46 2 1952 31 0 1985 27 0 69 0 96 139 2881 42 0 3062 5189
Apprch % 84,8 0,0 15,2 0,0 0,1 98,3 1,6 0,0 28,1 0,0 71,9 0,0 4,5 94,1 1.4 0,0
T atal % 0,8 0,0 0,1 0,0 0,9 0,0 37,6 0,6 0,0 38,3 0,5 0,0 1,3 0,0 1.9 2,7 55,5 0,8 0,0 59,0
- - - - - - - - - - - - - - - - - - -
'--- '--,..--- .......--- - ~ ...~~ ---~.
JRH Transportation Enginering
4765 Village Plaza Loop, Suite 201
(541) 687-1081 File Name : 46th and Main PM
Site Code : 00000000
Start Date 1/25/2007
Page No : 1
Groups Printed- Unshifted
Start Time Right App, Right App, App, Right App, Int. J
T')lal Total Right Tnt..i Total Total
Factor 1,0 1,0 1,0 10
03:30 PM 0 0 0 183 6 13 7 223 419
03:45 PM 0 0 0 182 10 13 14 210 405
Total 0 0 0 335 16 26 21 433 824
04:00 PM 0 0 0 0 0 0 156 7 0 163 6 0 6 0 12 15 250 0 0 265 440
04:15 PM 0 0 0 0 0 0 166 6 0 172 4 d 7 0 11 16 238 0 0 254 437
04:30 PM 0 0 0 0 0 0 178 3 0 181 5 0 7 0 12 14 262 0 0 276 469
04:45 PM 0 0 n n n 0 17" Ii 0 184 1n n 10 n ?" 1~ 265 0 0 283 493
Total 0 0 0 0 0 0 678 22 0 700 25 0 36 0 611 63 1015 0 0 1078 1839
05:00 PM 0 0 0 0 0 0 153 10 0 163 7 0 4 0 11 19 238 0 0 257 431
05:15 PM 0 0 0 0 0 0 143 5 0 148~ 3 0 8 0 11 ~ 13 254 0 0 267 426
05:30 PM 0 0 0 0 0 0 168 3 0 171 8 0 10 0 18 7 248 0 0 255 444
05:45PM 0 0 0 0 0 0 132 9 0 141 5 0 7 0 12 14 216 0 0 230 383
Total 0 0 0 0 0 0 596 27 0 623 23 0 29 0 52 53 956 0 0 1009 1684
06:00 PM 0 0 0 0 0 0 145 4 0 149 4 0 7 0 11 22 200 0 0 222 382
06:15 PM 0 0 0 0 0 0 122 1 0 123 11 0 7 0 18 10 185 0 0 195 336
Grand T alai 0 0 0 0 0 0 1899 61 0 1960 79 0 89 0 168 169 2768 0 0 2937 5065
Apprch % 0,0 0,0 0,0 0,0 0,0 96,9 3,1 0,0 47,0 0,0 53,0 0,0 5,8 94,2 0,0 0,0
Total % 0,0 0,0 0,0 0,0 0,0 0,0 37,5 1,2 0,0 38,7 1.6 0,0 1,8 0,0 3,3' 33 54,6 0,0 0,0 58,0
- - - - - - - - - - - - - - - - - - -
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JRH Transportation Enginering
4765 Village Plaza Loop, Suite 201
(541) 687-1081 File Name : 46THAN-2
Site Code : 00000000
Start Date : 1/30/2007
Page No : 1
Groups Printed- Unshifted
46TH MAIN
From South From West
Start Time I Right App, Right App, Thru I Left I App, Right Peds I App, Int.i
Total Total Right Peds Tnt::.1 Total Total
Factor 1 n 1 1,0 1.0 1,0 1,0 1,0 1.0 1,0 1,01
06:00 AM 0 0 0 76 76 1 0 3 0 4 3 0 29 109
06:15 AM 0 0 0 98 100 2 0 8 0 10 1 0 45 155
06:30 AM 0 0 0 119 Ug 1 0 8 0 9 0 0 53 181
06:45 AM 0 n 0 113 113 1 n 4 n f' 1 0 53 171
Total 0 0 0 406 408 ----s 0 23 iJ 28 5 0 180 616
07:00 AM 0 0 0 0 0 0 114 1 0 U5 0 0 5 0 5 1 46 0 0 47 167
07:15AM 0 0 0 0 0 0 156 1 0 157 4 0 5 0 9 2 64 0 0 66 232
07:30 AM 0 0 0 0 0 0 178 3 0 181, 1 0 5 0 6 3 80 0 0 83 270
07:45 AM 0 n n n n n 177 ? 0 179 1 n 8 0 9 4 97 0 0 101 289
Total ,0 0 0 0 0 0 625 7 0 6321 6 0 23 ---0 29 ~d 287 0 0 297 958
08:06 AM 0 0 0 0 0 0 131 1 0 132 0 0 5 0 5 2 112 0 0 114 251
08:15 AM 0 0 0 0 0 0 150 4 0 154 6 0 6 0 12 5 118 0 0 123 289
08:30 AM 0 0 0 0 0 0 138 2 0 140 3 0 8 0 11 3 88 0 0 91 242
08;45 AM 0 0 0 0 0 0 137 0 0 137 4 0 6 0 10 2 98 0 0 100 247
Total 0 0 0 0 0 0 556 7 0 5631 13 0 25 0 38 12 416 0 0 428 I 1029
Grand Total 0 0 0 0 0:1 0 1587 16 0 16031 24 0 71 0 951 27 878 0 0 9051 2603
Apprch% 0,0 0,0 0,0 0,0 0,0 99,0 1,0 0,0 25,3 0,0 74.7 0,0 3,0 97,0 0,0 0,0
Totar% 0,0 0,0 0,0 0,0 0,0 61,0 0,6 0,0 61,6 0,9 0,0 2,7 0,0 3,6 1,0 33.7 0,0 0,0 34,8
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AppendixC
Crash Data
r
P LAN N E R S
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C,DS]~O 12/1/2006 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH AN/u''iSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
015 MCl,ENZIE Main Street ., 4Bth Street io Springfield
1-1-2001 through 12-31-2005
, "
, R' . CLASS tNT-I'll' SPCL USE
" " eo DATE COUNTY COMPNT CONN . RD CHAR (MEDIANI INT-REL OFFRD WTHR CRASH T'lP TRLR QTY MOVE A ,
SER~ ELG OR "" CITY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL I'll' 0'''''' FROM PRTC "J , , LIeNS '"
INVEST " " 'R TIME URBAN AREA MILEPNT SECOND S""~"''1' f1)CTN (HANESI CNTL OR~ LIGHT SVRTY " m TYP, " " TYPE SVRTY , R RF,~ iDe ERROR ACTN EveNT CAUSE
01410 " " 0312212003 "'"' " INTER 3-LEG " , .""" m "J " NONE 0 TURN-R 04(),lJS3 "
CITY 'H SPRINGFIELD C 0 MA'" " , UNKNOWN " w"' m PRV'TE w , COO 04U,05] 00
100A EUGN-SPR UA 5.:.19 48TH " 00 " W DLIT '00 PSNGR CAR " DRVR NONE " , OR-Y 047,081 on "
OR<25
03445 "'" 09/27/2004 LANE " INTER ]-LEG , " OCR ANGL-OTH OJ NONE 0 TlJRN-L "
NONS '00 SPRINGFIELD 0 0 MA" " " UNKNOWN " ""' TURN PRVTE , W coo 00
" EUGN-SPR OA 5.29 48TH " " " , DUSK '"" PSNGR CAR " DRVR NONE " , OR-Y ". '00 "
OR<2">
" NONE STRGHT
PRVTE , W OOC 00
PSNGR CAR " DRVR NONE " , OR-Y 000 000 00
OR<25
03962 """ LO/26/2005 LANE " INTER CROSS , " CiR ANGL-OTH " NONE 0 STRGHT "
CITY '.d SPRINGFIELD 0 0 MA'" " " STOP SIGN " 0"' ANGL PRVTE , W ,oo 00
we EUGN-SPR UA 5 ~2 9" 48TH ST' " " N DLIT "" PSNGR CAR " DRVR INJC " , OR-Y 000 OOC "
OR<25
" PSNG INJC " , 000 000 00
" NONE 0 STRGHT
PRV'TE " , C15 00
PSNGR CAR 01 DRVR INJB n , OR-Y 028 000 OJ
OR<2S
OJ PSNG INJB n , ,oo coo 00
U1536 NNNNN 04/0212002 LANl:: 1. INTER ]-LEG N N CiR O-lTURN 01 NONE 0 STRGHT "
CITY '0. SPRINGFIELD 0 0 MA'" " " UNKNOWN " 0"' TURN PRVTE , W 000
" EUGN-SPR OA 5.29 48TH " " N 0" "'J PSNGR CAR 01 "m INJB " , OR-V 000
OR<Z5
OJ NONE 0 TURN-L
PRVTE W , 000
PSNGR CAR 01 DRVR NONE ;) , OTH-Y 00< OJ
N-RES
04144 N N N N N 08116/2002 LANE 1. INTER CROSS , , CiR ANGL-OTH 01 NONE 0 STRGHT 02
NONE Fri SPRINGFIELD 0 0 MA'" " co STOP SIGN , 0"' ANGL PRVTE , W '"
" El1GN-SPR OA 5.29 4BTH " " , OA' '00 PSNGR CAR 01 DRVR NONE n , OR-Y 000
OR<25
" NONE 0 STRGHT
PRVTE , , 015
PSNGR CAR 01 DRVR NONE " , Ol<-Y 018 "
OR<~5
04B31 " " 10/01/2003 LANE H INTER ]-LEG , , CiR ANGL-OTH 01 NON!:: STRGHT 02
NON!:: W.d SPRINGFIELD 0 0 MAIN ST cw UNKNOWN N 002 TURN PRVTE , W 000 00
" EUGN-SPR CA 5.29 ~ BTH ST 02 '" , 002 '"" PSNGR CAR 01 ORVR NONE " , OR-Y 000 '" 00
OR<25
- - - - - - - - - - - II!II - - - - - ~- -
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obSj~U 12/1/2006 OREGON DEPARTMENT OF TRANSPORTATION . TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANS"ORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
Ol~ c-1CKENZIE Main Street at 48th Street '" Spdngfield
1-1-2001 through 12-]1-2005
,
, R' W CLASS INT-TVP SPCLUSE
_F:: A U C 0 DATE COUNTY COMPNT CONN . RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH TYP TRLR QTY MOVE , ,
$ER~ E L G H R '" crTY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL TY? OWNER FROM PRTC '" G G LIeNS ,GO
INVEST on CK TIME ORBAN ''''A MILEPNT SECOND STRFET T.OCTN (#LANES) CNTL DRVWY LIGHT SVRTY Vi VEH TYPE '" " TYPE SVRTY G , Rr,<; coe ERROR ACTN E;VENT CAUSE
" NONE 0 TURN-L
PRVTE N G ,," "
PSNGR-CAR " DRVR NONE " , OR-Y O~~ 00" "
OR<~5
034 ~~. , " 10/03/2004 LANE " INTER 3-LEG OCR Q-ITURN " NONE 0 STRGHT 02
N ,
NONE '"" 'SPRING,fIELD 0 0 'MAIN " ON UNKNOWN OR' TORN PRVTE W G 000 00
N
'^ ElJGN-S'PR VA 5.29 48TH " OJ OR' '00 PSNGR CAR OJ ORVR NONE " M DR-Y 000 000 00
99 ,
OR<15
02 NONE 0 TURN-L
PRVTE G , ""' 00
PSNGR CAR " ORVR NO,NE " , OR-i' "" ""' "
OR<15
Ub4:i4 NNNNN 12/01/2002 LANE " INTER )-LEG .eLR ANGL-OTH " NONE STRGHT 02
, N
NONE ,., SPRINGfIELD 0 0 ~'" " ON UNKNOWN , J?RY TURN PRVT~ W , 00"
" EUGN:::SPR VA 5.29 48TH " " " '" '00 PSNGR CAR 01 CRVR NONE n , _OJl:-~_ 00"
OR<25
" NONE TURN-L
PRVTE , W "'0
PSNGR CAR " ORVR NONE 21 , OR-Y 02~ "
OR<25
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---'
abSJBO 1211/2006 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE,
TRANSPORTATION DATA SECTION CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
015 MC1,ENZIE Main Street at 42th Street '" Springfu'ld
1-1-2001 through 12-31-2005
, 0
, RO , CLASS INT-TYP SPCLUSE
E A U C 0 DATE; COUNTY COMPNT CONN . RD CHAR (MEDIAN) INT-REL QFFRD WTHR CRASH TYP TRLR OTY MOVE A ,
SERj~ ELGH , ", CITY MLG TYE' FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL TYP OWNER FROM PRTC '"' G , LIeNS "0
INVEST o C , " TIME: URBAN AREA MTT,SPNT SECOND STREET LOCTN (#LANES) CNTL DRVWY LIGHT SVRTY VI VEH TVP' " TYPE <;"RTY , , RE' WC ERROR ACTN EVENT CAUSE
00415 " " 01/25/2003 LANE " INTER CROSS '''" '" " NONE 0 TURN-L "
" ,
NONE '" SPRINGFIELD 0 0 Mm " , UNKNOWN N ." ,CO PRVTE . N 000 00
" ELJGN-SPR UA 4.61 42NDST 05 " N DLIT '"' pSNGR CA' " "'" NONE 50 M QR-Y '" 000 "'
OR<l5
STRGHT " ,CO INJC 00 , "' 000 034 00
, .
U616B N N N N N 11116/2001 LANE " INTER CROSS 'UN S-lSTQP "' NONE 0 STRGHT "
, N
NONE Fri SPRINGFIELD 0 0 MUN " , UN.KNOWN weT REA' PRVTE N , 000 "
N
5' EUGN-SPR UA 4.61 42ND " 06 DLIT '00 PSNGRCAR " "'" NONE " M OR-Y 026 01
N
OR<25
" NONE 0 STOP
PRVTE , , on
PSNGR CAR 01 ORVR NONE 55 M OR-Y 000
OR>25
D0102 NNNN , Oll0812001 U"' I' INTER CROSS N N CC> S-lSTOP 01 NONE 0 STRGHT 01
NONE Moo SPRINGFIELD 0 0 ~'" 5T , UNKNOWN N 0'" RE" PRVTE , . 000 "'
" EUGN-SPR CA ~ .61 42ND 5T 06 N "^, '00 PSNGR CAR " "'" NONE " M OR-\' 026 01
OR<25
" NONE 0 STOP
PRVTE , . OH
PSNGR CAR 01 DRVR NONE '" , OR-\' 000
OR<25
U1709 N.N N N N 04/06/2001 LANE I< INTER CROSS N RAIN S-lSTOP " NONE 0 STRGHT 01
N
CITY Fri SPRINGFIELD 0 0 MAINST , UNKNOWN N weT REAR PRVTE , , 000 01
" EUGN-SPR UA 4.61 42NDST 06 N 0'" '"' PSNGR CAR " 0'''' NONE " M DR-:{ 0:<6 01
DR<25
" NONE 0 STOP
PRVTE , . on
PSNGR CAR " DR'0 INJC n , OR-Y 000
OR<25
Ol'JOl N N N N N 04/25/2002 ,~, H INTER CROSS N N CC> S~lSTOP " NONE 0 STRGHT "I
NONI:; n" SPRINGFIELD 0 0 AA" 'T E UNKNOWN N OR' REAR PRVTE , W coo 01
" EUGN';;SPR UA 4.61 42ND 'T 00 W OR' '00 PSNGR CAR 01 DRVR NONE " , OR-Y '" 01
OR<25
" NONE 0 STOP
PRVTE , , on
PSNGR CAR 01 ORVR NONE n , OR-Y 000
OR<25
0';':'58 Y N N N N 10/2<;1/2002 LANE H INTER CROSS N N CC> S-lSTOP " NONE 0 STRGHT 01
NONE '"' SPRINGFIELD 0 0 AA" 'T , UNKNOWN N '" ~" PRVTE , , "
5P EUGN-Sl?R OA 4.61 42ND 'T 06 W DUSK '00 PSNGR CAR 01 DRVfl. NONE 26 M OR-Y 010 "
OR<25
-
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...
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CDSJ80 - TRANSPORTATION DEVELOP~ENT DIVISION PAGE:
12/1/2006 OREGON DEPARTMENT OF TRANSPORTATION
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
Ol~ '1Cl\ENZIE Main StJ;:eet "' 42th Stl"eet '" Springfield
1-1-2001 through 12-31-2005
0
, "' , CLASS INT-TYP $PCL USE
E A U C , DATE COUNTY COMPNT CONN , R' CHAR (MEDIAN) INT-REL aFFRD WTHR CRASH TYP TRLR OT< MOVE A ,
SERf ELGH R OR' CITY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNGBT SURF COLL TYP OWNER FROM PRTC <NO G , LIeNS ''"
ACTN EVENT CAUSE
INVEST on , R nM< URBAN AREA MrJ,EPNT SECOND STREET LOC'I'N (jl-LANES) CNTL ORVI'/Y LIGHT SVRTY " VEH Tyr>P " " TYPP S1lWl'V , , R" '0' ERROR
02 NONE 0 STOP
PRVTE , , on
PSNGR CAR " DRVR NONE " M OR-:{ coo
OR<~5
06473 CCR $-lSTOP " NON!:: 0 STRGHT "'
N N N N N 12111/2002 LANE:. " INTER CROSS N N ",0 "'
NONE Wed SPRINGHE:.LD 0 0 ~" " , UNKNOWN N OR' REAR PRVTE , W "'
WA EUGN-SPR CA 4.61 42NO ", 06 N OR' '"0 PSNGR CAR "' ORVR NONE '" M OR-Y 026
OR<25
"' NONE 0 STOP
PRVTE , , OU
PSNGR CAR "' ORVR INJC n , OR-Y ",0
OR<l5
0::132:< CCR S-ISTOP "' NONE. STRGHT 004,013 "'
NNW 09/1512005 LANE " INTER CROSS N N ",0 "'
NONE ,", SPRINGFIELD 0 0 ~'" " , '" SIGNAL N '"' REAR PRVTE , , "'
'NO PSNGR CA.!' " ORVR NONE: " M OR-Y 0:<6 """
" "EUGN-~PR UA 4.61 42NOST 06 N".DAY _ Qri:>is
"' NONE 0 STOP "'
PRVTE , W un
PSNGR CAR "' ORVR NONE: " , OR-Y "'0 000 00
OR,a5
"' PSNG INJB 00 M 000 000 00
"' NONE 0 ST01' "'
PRVTE , , ""
t'SNGR CAR "' DRVR INJC " M OR-Y 0", 000 00
OR>25
02 PSNG INJC n , 000 000 "'
CLR S-ISTOP " NONE 0 ST_RGHT "'
018ll~ N N N N N 10/1312001 'AN' " INTER CROSS N N "'
UNKNOWN OR' REAR PRVTE , " 000
CITY ,., SPIUNGFlELD 0 0 ~'" " , " "'
" EUGN-SPR lJA 4.61 42ND " 06 " OR' ,no PSNGR CAR " ORVR NONE " M OR-Y 026
OR<25
" NONE 0 STOP
PRVTE , " ou
PSNGR CAR " DRVR NONE n , OR-Y "'0
OR<25
0::1674 ANGL-STP "' NONE TURN-R oct
" N 10/01/2005 LANE " INTER CROSS N " RAIN 0", "'
NONE ,., SPRINGFIELD 0 0 ~" " , UNKNOWN " '" TURN PRVTE , ,
DLIT "'0 PSNGR CAR "' DRVR NONE 21 M OR-Y ""' 0", Oct
" ElJGN-SPR "^ 4.61 4~ND 5T "" 99 "
OR<25
02 NONE 0 STOP
PRVTE , " '" ""
PSNGR CAR " OdVR ="' 00 F OR-Y 000 000 00
OR<2~
-
-
-
-
-
-
-
-
-
-
-
-
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-
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;__1
C,OSJI:lO 12/1/2006 OREGON DEPARTMENT OF 'TRANSPORTATION TRANSPORTA'l'!ON DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH' LISTING
015 :1CKENZIE Main Street .c 42th ,Street '" Springfield
1-1-2001 thr~ugh 12-31'-2005
0 "
, " , CLASS INT-TYP SPCL '"
EAUCD DATE COUNTY COMPNT CONN . RD CHAR (MEDIAN) INT-REL OFFRD WTHR CRASH m TRLR QTI' MOVE , ,
SER# E L G H R ''" CITY MLG I'll' FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL I'll' OWNER FROM PRIe '" G , LIeNS ,eo
INVEST " 0 " nME URBJl,N AREI\ "'lILEPNT SECOND STREET LOCTN ('LANES) CNTL DRVWY LIGHT SVRTY " VEl' ",'{P" ~O " TYPE; SVRTY , , Re' WC ERROR AC1N EVENT CAUSE
00497 N N N N N 01131/2001 LANE " INTER CROSS '" 5-1510P " NONE 0 STRGHT "'
N N
NO RPT w., SPRINGFIELD 0 0 ~'" " , UNKNOWN , '" REAR PRVTE W , 000 "'
" EUGN';'SPR UA 4.61 42NDST "' , DUSK "XI PSNGR CAR "' DRVR NONE " M OR-Y 016 0'
OR<15
"' NONE 0 STOP
PRVTE W , on
PSNGR CAK "' DRV~ NONE '" M OR-Y 000
OR<15
0~J55 N N N N N 05/06/2001 LANE " INTER CROSS CCA $-lSTOP "' NONE 0 STRGHT "'
N ,
NONE '"" SPRINGFIELD 0 0 ~'" " , UNKNOWN OKY REAR PRVTE w , 000 "
,
" EtlGN-S_PR UA 4.61 42ND OY "' ''" '" PSNGR CAR "' OKVR NONE <5 M OR-Y 026 "
,
OR<25
02.NONE STOP
PRVTE W , on
PSNGR CAR "' DRVR. N.ONE " M OR,.y 000
OR<25
06767 NNNNN 12/11/2001 LANE " INTER CROSS AA," $-ISTOP OJ NONE 0 STRGHT "'
, ,
CITY Y"' SPRINGFIELD 0 0 ~'" oY W UN.I(NOWN , weT REAR PRVTE W , 000 "'
" EUGN-SPR.UA 4.61 421'10 OY "' DUSK '" PSNGR CAR "' DRVR NONE 00 " ON' 026 "'
,
ON'
"' NONE 0 STOP
PRVTE W , on
PSNGR CAR "' DRVR INJC " , OR-Y 000
OR<25
01206 LANI:: " INTER CROSS AA," S-lSTOP "' NONE STRGHT ou "'
NNNNN 0]/13/2002- , ,
CITY W., SPRINGFIELD 0 0 ~'" " W UNKNOWN weT ,,~ PRVTE W , 000 OJ
,
" EUGN!.SPR UA 4.61 42ND ST "' 0'" '" PSNGR CAR "' OKVR NONE " , OR-Y ", "
,
OR<2S
"' NONE 0 STOP
PRVTE W , on
PSNGR CAR "' DRVR NONE " , OR-Y 000
OR<25
"' NONE STOP
PRVTE W , on
PSNGR CAR "' DRVR NONE 00 " ON' 000
ON'
00401 NN N 01/2312003 LANE " INTER CROSS RAIN S-lSTOP "' NONE STRGHT "'
, ,
NONE '"" SPRINGFIELD 0 0 ~" " W UN/'iNOWN m REAR PRVTE W , 000 00
N
H EUGN-SPR "' 4.61 42ND " 00 OA' '" PSNGR CAR "' DRVR NONE 00 , OR-Y 026 000 "'
99 ,
OR<25
"' NONE STOP 00
PRVTE W , OU
PSNGR CAR "' DRVR NONE '" , OR-Y 000 000 00
OR<25
-
-
-
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-
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-
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CDSJ80 12/1/2006 OREGON DEPARTMENT O. TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
(lIS OlCI<ENZIE M.ain Street "' 42th Street ,n Springfield
1-1-<'001 through 12-31-1005
, ,
, ., , CLASS INT-TYP SPCL ""
E A U e , DATE COUNTY COMPNT CONN , RD CHAR (MEDIAN) tNT-REI, DFFRO WTHR CRASH T:iP TRLR QT\' MOVE , ,
SEra no " , '" CITY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNDBl' SURF COLI, TYP OWNER FROM PRTe INJ 0 , LIeNS ,co
INVEST OC , " , TIME URBAl'< AR."'~ MTTBPNT SECOND STREET LOeTN (#LANES) CNTL DRVWy LIGHT SVRTY " VEil TYPE " " '1'VPF ~1fRTY , , Rr;s we ERROR ACTN BVENT CAUSE
U65Y~ " " 12/17/2002 LANE " INTER CROSS ce, ANGL-01'H " NONE 5TRGHT "
"" " "
NONE '"" SPRINGFIELD 0 0 MAIN " '" UNKNOWN 0"' ANGL PRVTE , " 00'
" NONe eo , OR-Y 02~ "
" EUGN-SPR'UA 4.61 42NDST " , 0"' '"0 PSNGR CAR " DRVR
OR<lS
" NONE STRGHT
PRVTE , W '"'
PSNGR CAR " DRVR NONE " M OR-Y 000
OR<l5
O~IlB LANE " INTER CROSS OCR S-lSTOE' " NONE 0 STRGHT "
M "" OS/07/2003 " "
NONE '"" SPRINGFIELD 0 0 ~" '" UNKNOWN 0"' =, PRVTE , W 000 '"
" "
" 4.61 42ND 02 0" '00 PSNGR CAR " DRVR NONE " M OR-Y 026 000 "
EUGN-SI'R UA " 99 ,
QRG5
" NONE 0 STOP 00
PRVTE , W "U
PSNGR CAR " ,,~ NONE " M ORcY 000 '00 00
OR<25
OlO5S LANE " INTER CROSS OCR O-ITURN " NONE 0 STRGHT 02
"" " 06/14/2004 " "
NONE Mon SPRINGFIELD 0 0 MAIN ST '" UNKNOWN '"' ,"RN PRV'l'E W E 000 00
M 00
" 4.61 42ND 02 0" '00 PSNGR CAR " DRVR NONE " , OR-Y CO" "00
EUGN-S.PR UA " " "
OR<25
" NONE TURN-L 00
PRV'l'E E , 00'
PSNGR CAR 01,DRVR NONE " , OR-Y 000 000 02
OR<25
02537 ANGL-OTH " NONE 0 STRGHT 02
" "" 0712,,12004 LANE " INTER CROSS N N OC' 000 00
NONE Moo SPRINGFIELD 0 0 MAIN ST '" UNKNOWN N '" ANGL PRI/TE N , 02
'" '00 PSNGR CAR " O,~ NONE " , QR-,( 0211 000
EUGN-SPR " 4.61 42ND " 02 99 , DLIT
OR<25
" NONE 0 STRGHT 00
PRVTE W E 00'
PSNGRCAR " DRVR NONE " M OR-Y 000 000 00
OR<25
a4745 INTER CROSS eel< ANGL-OTH " NONE STRGHT "
"" , 09/24/20Q] "ANE " , "
NONE Wed SPRING',E"IELD "" UNKNOWN '" TURN PRVTE W E 000 00
0 0 M"" " "
7A " 0"' '" PSNGR CAR " DRVR INJC " , OR-Y 000 000 00
EUGN-SPR UA 4.61 42ND ST 09 "
OR<25
" NONE 0 TURN-L
PRVTE , W 000 00
PSNGR CAR " DRVR NONE " , OR-Y "" 000 "
OR<25
UOll07 INTER CROSS ce, S-lSTOP " NONE 0 STRGIlT "
"" " 03/14/2005 LRNE " " " 000 00
NONE Mon SPRINGFIELD 0 0 ~'" " '" UNKNOWN , 0", REAR PRV'l'E , "
0," W, PSNGR CAR " DRVR NONE " M OR-Y '2' 000 02
m EUGN-SPR UA 4.61 42ND " " 99 ,
OR<25
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-,.
GbSj~O OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
1211/2006 TRANSPORTATION_ DATA SE:CTlON CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
VIS MCKENZIE Main Street " 42th Street w Springfield
1-1-2001 through 12-31-l005
, 0
, RO W CLASS IN1'-1'\'12 SpeL OOE
, ,
E A U C 0 DATE COUNTY COMPNT CONN . RD CHAR lMEDIAN) INT-REL OrrRD WTHR CRASH TYP TRLR QTY MOVE
OWNER FROM PRTC '" , E LIeNS ,eo
SER~ E L G H R '" CITY MLG 1'\'12 FIRST STREET DIRECT LEGS TRAF- RNOBT SURF COLL TYP ERROR ACTN EVENT CAUSE
V. VEH TYPE " " TYPf" O;"RTV , , m we
INVEST 0" " TIME URBAN ARE,~ MTI,EPNT SECO!"[1 <'1''"">;1" LOCTN I#LANES) CNTL DRVWY LIGHT SVRTY
" NONE 0 STOP on "'
PRVTE , , '"0 00
PSNGR CAR " ORVR INJC " , QR-Y '"0
OR<15
"
uau6 LANE " INTER CROSS W W OCR ANGL-OTH " NONE 0 S'rRGHT 0"' "'
"' , OS/27/2005
NONE Fri SPRINGfIELD 0 0 """ " ow UNKNOWN " OR' ANGL PRVTE , , 0"' "
PSNGR CAR " ORVR NONE " , OR-Y Ol~
1" EUGN-SPR VA 4.61 42NDST " "" , '" '00 OR<25
" NONE STRGHT 0", "'
PRVTE , W 0"' 00
PSNGR CAR 01 ORVR NONE " , OR-Y ",0
OR<25
"
LANE l' INTER CROSS W , OCR Q-1TURN 01 NONE 0 STRGHT 0'" "'
U414:l NNN 11/08/2Q05
UNKNOWN OR> TURN PRVTE , W "'
NONE '"" SPRINGFIELD 0 0 """ " ow " , OR-'{ 000 0"'
42ND ST '" "" PSNGR CAR 01 ORVR !;lONE: n
UP EUGN-pPR VA; 4.61 " '" ", OR<25
" NONE 0 TURN-L 0'" "'
PRVTE " , '"0 "
PSNGR CAR 01 ORVR HIJC. " M OR-Y 00'
OR<25
<,AGE:
-
...
~
CPS~~U
12/1/200-6
. CITY OF SPRINGFIELD,
==
LANE COUNTY
-
-
, ,
, R , R
E , C e , DATE CLASS CITY STREET
Sr::Rj~ E C G , R "^, DIST FIRST STREET
INVEST , C , C K 1;IME FRO!1 SECOND "TR,PT
05431 R R R R R 10/21/2002 ," MAIN "
NONE ;.Ion 42ND ,T
"
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1&1
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,-
. ---.....
IIiiiI
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PAGE,
ORf;GON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
TRANSPORTATION DATA SECTION - CRASH ANALYSts AND REPORTING UNIT
URBAN NON-SYSTEM CRASH LISTING
Main Street <It 42th Street in Springfield
1-1-2001 through 12-31-20Q5
tNT-IYP SPCLUSE ,
RO CHAR (MEDIAN) INT-REL OFF-RO WTHR CRASH m TRLR QIl' MOVE ,
TRAF- RNDBT SURF COLL TYP OWNER ,,"'M PRIC mo G E LIeNS FED CAUSE
DIRECT LEGS ERROR ACTN EVENT
CONTL ORVWY LIGHT SVRI)' V. V'" TYPE m eo TY?!" c,IIRTY , K RES we
1.0CTN (fLANES)
"'
INTER CROSS R R OCR S-lSTOP " NONE STRGHT 000 "
, TMe SIGNAL , OR' Re" PRVTE , , OJ~ "
PSNGR CAR " DRVR NONE " M OR-I' U21>
00 , OR' '"
OR<25
" NONE STOP on
PRVTE , ,
PSNGR CAR " DRVR INJC " , OR-Y 000
OR<25
-
ACTION
COD1~
-
,'i?
-
-
-
-
-
-
-
,~--
-.
SHORT
DF.SCRIP...T....~'
ACTION CODE TRANSLATION LIST
LONG DESCRIPTION
000
001
002
003
006
00'
008
009
010
011
012
013
015
016
017
018
019
020
021
022
023,
024
025
026
027
028
029
030
031
032
033
034
035
036
03'
038
039
040
041
042
043
044
045
050
051
088
099
NONE
SKIDDED
ON/OFF V
LOAD OVR'
SLOW ON
AVOIDING
PAR PARI<
ANG PARK
INTERFERE
STOI?PED
STP!L TRN
SIP TURN
GO A/StOP
TRN AIRED
LOSTCTRL
EX!T DWY
ENTR DY'lY
STR ENIR
NO DRVR
PREY COL
STALLED
DRVR DEAD
FATIGUE
SUN
HDLGHTS
ILLNESS
THRU MED
PURSUIT
PASSING
PRKOFFRD
CROS MEn
x N/SGNL
X wI SGNL
DIAGONAL
BTWN INT
DISTRACT
W/TRAF-S
A/TRAF~S
W/TRAF-P
A/TRAF-P
PLAYINRD
PUSH MV
WORK ON
LAY ON RD
ENT OFFRD
OTHER
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 T.URN
STOPPED BECAUSE OF LEFT TURN SIGNAL OR WAITING, ETC.
STOPPED WHILE EXECUTING A TURN
PROCEED AFTER STOPPING FOR A STOP SIGN/FLASHING RED.
TURNED ON RED AFTER STOPPING
LOST CONTROL OF VEHICLE
ENTERING STREET OR HIGHWAY FROM
ENTER~NG ALLEY OR. DRIVEWAY FROM
BEFORE ENTERING ROADWAY, STRUCK
CAR RAN AWAY - NO DRIVER
STRUCI{, OR WAS STRUCK BY, VEHICLE OR PEDESTRIAN IN PRIOR COLLISION BEFORE ACC. 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.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
PLAYING IN STREET OR ROAD
PUSHING OR WORKING ON VEHICLE IN ~OAD 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
ALLE~ OR DRIVEWAY
STREET OR HIGHWAY
PEDESTRIAN, ETe. ON
II!II
SIDEWALK OR SHOULDER
ON SHOULDER
ON SHOULDER
ON PAVEMENT
ON pAVEMENT
WITH TRAFFIC
FACING TRAFFIC
WITH TRAFFIC
FACING TRAFFIC
-
-
'-
-
-
-...-_.'
-
,-
-
-
-
-
- - - - - - - - - 1-. - - - - - - - ... -
',~,
,.-..--....' ,"'-_....... "'--....~- -, ""'-- .."-~..'
.' ,/ t-:J
CAUSE SHORT
CODE DESCRIPTION
CAUSE CODE ~ISLATiON LIST
LONG DESCRIPTION
00
01
02
03
04
05
06
"
OB
09
10
11
12
13
14
15
16
18
19
.20_
21
22
24
25
26
"
30
31
32
33
34
35
NO CODE
TOO-FAST
NO-YIELD
PAS-STOP
DIS--RAG
LEFT-eTR
IMP-OVER
TOO-CLOS
IMP-TURN
DRINKING
OTHR-IMP
MECH-DEF
OTHER
IMP LN C
DIS TeD
WRNG W~Y
FATIGUE
IN RDWY
NT VISBL
IMP PKNG
DEF SIER
DEF BRKE
LOADSHFT
TIREFAIL
PHANTOM
INATTENT
SPEED
RACING
CARELESS
RECKLESS
AGGRESV
RD RAGE
NO CAUSE ASSOCIATED AT THIS LEVEL
TOO FAST FOR CONDITIONS (NOT EXCEED POSTED SP
DID NOT YIELD RIGHT-OF-WAY
PASSED STOP SIGN OR RED FLASHER
DISREGARDED R-A-G TRAFFIC SIGNAL.
DROVE LEFT OF CENTER ON TWO-WAY ROAD
IMPROPER OVERTAKING
FOLLOWED TOO CLOSELY
MADE IMPROPER TURN
ALCOHOL OR DRUG INVOLVED
OTHER IMPROPER DRIVING
MECHANICAL DEFECT
OTHER (NOT IMPROPER DRIVING)
IMPROPER 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
TIRE FAILURE
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 1PER PAR)
ROAD RAGE (PER PAR)
COLL SHORT
rnnF. OJ;:SCRTPTTnN
COLLISION TYPE CODE TRANSLATION LIST
o
1
2
3
OTH
BACK
PEa
ANGL
HEAD
REAR
SS-M
SS'-O
TURN
eARK
NCOL
FIX
LONG DeSClUPTION
MISCELLANEOUS
BACKING
PEDESTRIAN
ANGLE
HEAD-ON
REAR-END
SIDESWIPE - MEETING
SID~SWIPE - OVERTAKING
TURNING MOVEMENT
PARKING MANEUVER
NON-COLLISION
FIXED OBJECT OR,OTHER OBJECT
OAS.
TYPE
SHORT
OESCRIPTION
CRASH TYPE CODE TRANSLATION LIST
LONG OiSCRIPTION
,
o
1
2
3
4
6
7
8
9
A
B
C
D
E
F
G
H
I
J
OVERTURN
NON-COLL
OTH RDWY
PRKD MV
PEa
TRAIN
BIKE
ANIMAL
FIX OBJ
OTH OBJ
ANGL-STP
ANGL-OTH
S-STRGHT
S-lTURN
S-lSTOP
S-OTHER
.O-STRGHT
O-lTURN
O-lSTOP
O-OTHER
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 DIRECTI0N~ALL OTHERS, INCLUDING PARKING
FROM OPPOSITE DIRECTION BOTH GOING STRAIGHT
FROM OPPOSITE DIRECTION - ONE TURN, ONE STRAIGHT
FROM OPPOSITE DIRECTION - ONE STOPPED
FROM OPPOSITE DIRECTION-ALL OTHERS INCL. PARKING
-
ERROR
-"OIl"
000
001
002
003
004
005
006
007
008
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
0<0
041
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-.-
"---
'---..,
':-'--
_..'
DRIVER LICENSE CODE TRANSLATION LIST DRIVER RESIDENCE CODE TRANSLATION LIST
LIe SHORT
~on1': OR!!!'
0 NONE
1 OR-Y
2 OTH-Y
3 SUS?
LONG DESCRIPTION
NOT LICEN~ED (HAD NEVER BEEN LICENSED)
VALID OREGON LICENSE
VALID LICENSE, OTHER STATE OR COUNTRY
SUSPENDED/REVOKED
SHORT
ERROR CODE TRANSLATION LIST
FULL DESCRIPTION
"'''''''''''''.;L2:I:Tt"'l~'
NONE
WIDE TRN
CUT CORN
FAIL TRN
L IN TRF
L PROHIE
FRM WRN G
TO WRONG
ILLEG U
IMP STOP
IMP SIG
IMP BACK
IMP PARI~
llNPARK
IMP STRT
IMP LGHT
INATTENT
VNS F VEH
OTH PARK
DIS DRIV
DIS SGNL
RAN STOP
DIS SIGN
DIS OFCR
DIS EMER
DIS FR
REAR-END
B II<E ROW
NO ROW
PED ROW
PAS CUR V
PAS WRNG
PAS TANG
PAS X-WK
PAS INTR
PAS HILL
N/PAS ZN
PAS TRAF
CUT-IN
WRNGS I DE
THRU MED
FIST BUS
RES SHORT
["'onF.
nl".!'l['"
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
NO ERROR
WIDE TURN
CUT CORNER ON TURN
FAILED TO OBEY MANDATORY TRAFFIC TURN SIGNAL, SIGNOR 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 IN TRAFFIC LANE'
IMPROPER SIGNAL OR FAILURE TO SIGNAL
BACKING IMPROPERLY (NOT PARKING)
IMPROPERLY PARKED
IMPROPER START LEAVING PARKED POSITION
IMPROPER START FROM'STOPPED POSITION
IMPROPER OR NO LIGHTS (VEHICLE IN TRAFFIC)
FAILED TO DIM pGHTS (UNTIL 411/97) / INATTENTION (AFTER 4/1/97)
DRfVING UNSAFE VEHICLE (NO OTHER ERROR APPARENT)
ENTERING, EXITING PARKED POSITION WITH INSUFFICIENT CLEARANCE OR OTHER IMPROPER PARKING MANEUVER
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 FOR 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 THROU~H SAFETY ZONE OR OVER ISLAND
FAILED TO STOP FOR SCHOOL BUS
1
2
3
4
9
-
-
-
-
--
,
-
-
-
-
-
-
-
-
-
'-------
..---.....
-
E:P.ROR CODE TRANSLATION LIST
ERROR SHORT
,.."n". ''''''''''''''~I'
042 F/sLO MV
043 TO CLOSE
044 STRDL LN
045 I~P 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 MV
065 WK INRD
070 LA YON RD
073 OIS POL
080 FAIL LN
081 OFF RD
082 NO CLEAR
083 OVRSTEER
084 NOT USED
085 QVRLOAD
097 UNA DIS TO
F1J~,L 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 INTERSECTION NO TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION DIAGONALLY
,CROSSING BETWEEN INTERSECTIONS
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
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
SHOULDER
SHOULDER
PAVEMENT
PAVEMENT
WITH TRAFFIC
FACING TRAFFIC
WITH TRAFFIC
FACING TRAFFIC
-
-
-
-
--'
-
-
-
-
--.-'
-
-
-
- -
-
-
.'-
- -
'---'
......_~
EVENT CODE 'l'RANSLATIQN LIST
EVENT
CODI!.
001
002
003
004
005
006
007
003
009
010
all
012
013
014
015
016
01'
016
019
020
021
022
023
0240
025
026
028
029
030
031
032
033
034
035
036
037
038
039
040
041
0<2
043
04<
045
046
047
0<8
049
050
051
052
053
054
055
056
057
098
059
SHORT
DESCRIPTION
FEL/JUMP
INTERFER
BUG INTF
PED INV
SUB-PED
BIKE INV
HITCHIKR
PSNGR TOW
ON/OFF V
SUB OTRN
MV PUSHD
MV TOWED
FORCED
SET MOTN
RR ROW
LT RL ROW
RR HIT V
V HIT RR
HIT RR CAR
JACKNIFE
TRL OTRN
eN BROKE
DETACH TRL
- V DOOR OPN
WHEELOFF
HOOD UP
LOAD SHIFT
TIRE FAIL
PET
LVSTOCK
HORSE
HRSE&RID
GPu'\fE
DEER ELK
ANl'IL VEH
CULVERT
ATENUATN
PK METER
CURB
JIGGLE
GDRL END
GARDRAIL
BARRIER
WALL
BR RAIL
BR ABUT
BR COLMN
BR GIRDR
ISLANO
GORE
POLE UNK
POLE UTL
ST LIGHT
. TRF SGNL
SGN BRDG
STOPSIGN
OTB SIGN
HYDRANT
LONG DESCRIPTION
OCCUPANT FELL, JUMPED OR WAS EJECTED FROM MOVING VEHICLE
PASSENGER INTERFERED WITH DRIVER
ANIMAL OR INSECT IN VEHICLE INTERFERED WITH DRIVER
PEDESTRIAN INVOLVED (NON-PEDESTRIAN ACCIDENT)
"SUB-PED": PEDESTRIAN INJURED SUBSEQUENT TO COLLISION, ETC.
TRICYCLE-BICYCLE INVOLVED
HITCHHIKER (SOLICITING A RIDE)
PASSENGER BEING TOWED OR PUSHED ON CONVEYANCE
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.)
AT OR ON RAILROAD RIGHT-OF-WAY (NOT LIGHT RAIL)
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
T~AILER OR TOWED VEHICLE OVERTURNED
TRAILER CONNECTION BROKE
DETACHED TRAILING OBJECT STRUCK OTHER VEHICLE, NON-MOTORIST, OR.OBJECT
VEHICLE'DOOR OPENED' INTO ADJACENT TRAFFIC LANE
WHEEL CAME OFF
HOOD FLEW UP
LOST LOAD, LOAD MOVED OR SHIFTED
TIRE FAILURE
PET: CAT, DOG AND SIMILAR
STOCK: COW, CALF, BULL, STEER, SHEEP, ETC.
HORSE, MULE, OR DONKEY
HORSE AND RIDER
WILD ANIMAL, GAME (INCLUDES BIRDS; NOT DEER OR ELK)
DEER OR ELK, WAPITI
ANIMAL-DRAWN VEHICLE
CULVERT, OPEN LOW OR HIGH' MANHOLE
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 APPROACH)
BRIDGE ABUTMENT (APPROACH ENDS)
BRIDGE PILLAR OR COLUMN (EVEN ,THOUGH STRUCK PROTECTIVE GUARD RAIL FIRST)
BRIDGE GIRDER (HORIZONTAL STRUCTURE OVERHEAD)
TRAFFic RAISED ISLAND
GORE
POLE TYPE UNKNOWN
POLE - POWER OR TELEPHONE
POLE STREET LIGHT ONLY
POLE TRAFFIC SIGNAL AND PED SIGNAL ONLY
POLE SIGN BRIDGE
STOP OR YIELD SIGN
OTHER SIGN, INCLUDING STREET SIGNS
HYDRANT
-
-
-
-
-
-
-
-
-
-
-
-~ '''~,
"--,,,,
-
-
-
- -
-
-
~~
.-
-
EVENT CODE TRANSLATION LIST
EVENT SHORT
CODE DESCRIPTION
060 MARI~ER
061 MAILBOX
062 TREE
053 VEG OHED
064 WIRE/eBL
065 TEMP SGN
066 PERM SGN
067 SLIDE
068 FRGN aBJ
059 EQP WORK
070 OTI-I EQP
071 MAIN EQP
072 OTHER WALL
073 IRRGL PVMT
075 CAVE IN
076 HI WATER
077 SNO BAN1{
078 HOLE
079 DITCH
080 aBJ F MV
081 FLY-OBJ
082 VEH HID
083 VEG HID
084 BLDG HID
OS5 WIND GUST
086 IMMERSED
087 f'IRE/EXP
088 FENC/BLD
089 OTB ACDT
090 TO 1 SIDE
092 PHANTOM
093 CELL-POL
094 VIOL GDL
095 GUY WIRE
096 BERM
097 GRAVEL
098 ABR EDGE
099 CELL-WTN
100 UNK FIXD
101 OTHER OBJ
104 OUTSIDE V
105 PEDAL PSGR
106 MAN WHLCHR
107 MTR WHLCHR
110 N-MTR
III SCAR VS V
1'12 V VS SCAR
113 S CAR ROW
114 RR EQUIP
120 WIRE BAR
124 SLIPPERY
125 SHLDR
LONG DESCRIPTION
DELINEATOR OR MARKER (REFLECTOR POSTS)
MAILBOX
TREE, STUMP OR SHRUBS
TREE BRANCH 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 WIRE
BERM (EARTHEN OR GRAVEL MOUND)
GRAVEL 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 WIRE SYSTEM)
AT OR ON STREET CAR/TROLLEY 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
-
-
-
-
-
-
-
-
j--
-
-
'\
-
-
-
- -
-
..-
-
-
-
-
FUNCTIONAL CLASS~FlCATION TRANSLATION LIST HIGHWAY C~ TRANSLATION LIST
"'"'C
CLll.SR DESCRIPTION CODE DESCRIPTION
01 RURAL PRINCIPAL ARTERIAL INTERSTATE 0 MAINLINE STATE HIGHWAY
02 RURAL PRINCIPAL ARTERIAL OTHER 1 COUPLET
06 RURAL MINOR ARTERIAL 3 FRONTAGE ROAD
07 RURAL MAJOR COLLECTOR 6 CONNECTION
08 RURAL MINOR COLLECTOR 8 HIGHWAY - OTHER
09 RURAL LOCAL
11 URBAN PRINCIPAL ARTERIAL INTERSTATE
12 URBAN PRINCIPAL ARTERIAL OTHER FREEWAYS AND EX?
14 URBAN PRINCIPAL ARTERIAL OTHER
16 URBAN MINOR ARTERIAL
17 URBAN COLLECTOR
19 URBAN LOCAL
78 UNKNOWN RURAL SYSTE:M
79 UNKNOWN RURAL NON-SYSTEM
" UNKNOWN URBAN SYSTEM
99 UNKNOWN URBAN NON-SYSTEM
---
CODE
INJURY SEVERITY CODE TRANSLATION LIST
SHORT
Desc
KILL
INJA
INJB
INJC
PRI
NO<5
LONG DESCRIPTION
FATAL INJURY
INCAPACITATING INJURY - BLEEDING, BROKEN BONES
NON-INCAPACITATING INJURY
POSSIBLE INJURY - COMPLAINT OF PAIN
DIED PRIOR TO CRASH
NO INJURY - 0 TO 4 YEARS OF AGE
COOl!:
SHORT
DEflC
MEDIAN TYPE CODE TRANSLATION LIST
NONE
RSDMD
DIVMD
LONG DESCR~":".':!2:~
NO MEDIAN
SOLID MEDIAN BARRIER
EARTH, CRASS OR PAVED MEDIAN
SHORT
CODE DEse
LIGHT CONDITION CODE TRANSLATION LIST
o
1
2
3
4
5
UNK
DAY
DLIT
DARK
DAWN
DUSK
CODE
o
T
Y
Z
LONG DESCRIPTION
UNKNOWN
DAYLIGHT
DARKNESS - WITH STREET LIGHTS
DARKNESS - NO STREET LIGHTS
DAWN (TWILIGHT)
DUSK (TWILIGHT)
MILEAGE TYPE CODE TRANSLATION LIST
LONG DESCRIPTION
REGULAR MILEAGE
TEMPORARY
SPUR
OVERLAP P lNG
-
-
-
-
-
-
J
-
-
-
-
- -
-
,.;.,,~~,
MOVEMENT TYPE CODE TRANSLATION LIST
SHORT
CODE DESC LONG De~~,!VTIO~
UNK UNKNOWN
STRGHT STRAIGHT AHEAD
2 TURN-R TURNING RIGHT
3 TURN-L TURNING LEFT
, V-TURN MAKING A V-TURN
5 BACK BACKING
6 STOP STOPPED IN TRAFFIC
7 PRI<D-P PARKED PROPERLY
8 PRKD-I PARKED - IMPROPERLY
PEDESTRIAN LOCATION CODE TRANSLATION LIST
CODE
00
01
02
03
"
05
06
07
08
09
10
15
18
99
LONG DESCRIPTION
AT INTERSECTION - NOT IN ROADWAY
AT INTERSECTION INSIDE CROSSWALK
AT INTERSECTION IN ROADWAY~ OUTSIDE CROSSWALK
AT INTERSECTION IN ROADWAY, XWALK AVAIL UNKNWN
NOT AT INTERSECTION IN ROADWAY
NOT AT INTERSECTION ON SHOULDER
NOT AT INTERSECTION ON MEDIAN
NOT AT INTERSECTION WITHIN TRAFFIC RIGHT-OF-WAY
NOT AT INTERSECTION IN ~IKE PATH
NOT-AT INTERSECTION ON SIDEWALK
OUTSIDE TRAFFICWAY BOUNDARIES
NOT AT INTERSECTION - INSIDE MID-BLOCK CROSSWALK
OTHER, NOT IN ROADWAY
UNKNOWN LOCATION
CODE
ROAD CHARACTER CODE TRANSLATIO.N LIST
SHORT
P€SC
LONG DESCRIPTION
o
1
UNK
INTER
ALLEY
STRGHT
TRANS
UNKNOWN
INTERSECTION
DRIVEWAY OR ALLEY
STRAIGHT ROADWAY
TRANSITION
CURVE (HORIZONTAL CURVE)
OPEN ACCESS OR TURNOUT
GRADE (VERTICAL CURVE)
BRIDGE STRUCTURE
TUNNEL
3
,
5
6
.,
8
9
CURVE
OPENAC
GRADE
BRIDGE
TUNNEL
-
-
'1-,
-
-
-
-
-
-
PARTICIPANT TYPE CODE TRANSLATION LIST
COOE
o
1
2
3
,
5
6
7
8
9
SHORT
DESC
ace
DRVR
PSNG
PEO
CONV
PTOW
BIKE
BTOW
PRKa
UNK
LONG DESCRIPTION
UNKNOWN OCCUPANT TYPE
DRIVER
PASSENGER
PEDESTRIAN
PEDESTRIAN USING A PEDESTRIAN CONY
PEDESTRIAN TOWING OR TRAILERING AN
PEDALCYCLIST
PEDAuCYCLIST TOWING OR TRAILERING A
OCCUPANT OF A PARKED MOTOR VEHICLE
UNKNOWN TYPE OF NON~MOTORIST
TRAFFIC CONTROL DEVICE CODE TRANSLATION LIST
COPE
000
001
002
003
004
005
006
007
008
009
010
Oll
012
013
014
015
016
017
016
019
020
021
022
023
026
025
026
027
028
029
037
038
090
091
092
093
094
saORT DESC
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
EMR SGN/FL
ACCEL LANE
R-TURN PRO
LONG DESCRIPTION
NO CONTROL
TRAFFIC SIGNALS
FLASHING BEACON
FLASHING BEACON
STOP SIGN
SLOW SIGN
REGULATORY SIGN
YIELD 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
CHANNE-LIZATION
MEDIAN BARRIER
PILOT CAR
SPECIAL PEDESTRIAN SIGNAL
CROSSBUCK
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 W/O DROP-ARM GATE
CROSSBUCK AND ADVANCE WARNING
FLASHING LIGHTS WITH DROP-ARM GATES
SUPPLEMENTAL OVERHEAD SIGNAL (RR XING ONL.Y)
SPECIAL RR STOP SIGN
ILLUMINATED GRADE CROSSING
METERED RAMPS
RUMBLE STRIP
LEFT TURN REFUGE (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
RED (STOP)
AMBER (SLOW)
-
-
-
-
-,
-
-
-
-
-
VEHICLE TYPE CODE TRANSLATION LIST
~ODE SHORT DESC
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
11 MOTRHOME
12 TROLLEY
13 ATV
14 MTRSCTR
15 SNOWMOBILE
99 UNKNOWN
LONG DESCRIPTION
PASSENGER CAR, PICKUP, 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.
MOTORHOME
MOTORIZED STREET CAR/TROLLEY (NO RAILS/WIRES)
ATV
MOTORIZED SCOOTER
SNOWMOB I LE
UNKNOWN VEHICLE TYPE
-
-
..
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
8 SMOK
9 ASH
LONG DESCRIPTION
UNKNOWN
CLEAR
CLOUDY
RAIN
SLEE,T
FOG
SNOW
DUST
SMOKE
ASH
-
-
-
-
-
-
'.t:"""t"J..'f""",<,,<,..'-",r"'f.-,~'''m'f.~ '-Y;;, ."" '~"_~" , ,,-
..,,' '" ',,",', ",.:..h..,,'.,','.,... ;i~L'i1_'~iI'<~W'''~'~~~r':' """"",--,,",,,_...-,~~.
l~.,;;;../,~;..j\';r.;:~~~,~:itJ,~ (,: -- - -,,-
I ."ql,)}ii',.;:tf<'~~.,;;',i- E N GIN E E R PRO I
f:~!r~~~;t4,~\~t '
I', ,..,.,
""~r",,~>_;j
\. -. . '$:
, L
j<f,'~"'_-~~'
<-1l'~'
I kJ",'," liD
..'.:....
~ i~~~~~ ",
1",;","''':'iL
~i'r:1-i:').';'
1~~
J;!
11:','.
r
"
. .;
~}~.:'
I'. ::r1.',,~';~f
. '~'''ifk +
~'d~~ifi;rt,;:
f~~:-~~~Af~,'
I "{S'~h,:t
if'-1"........,. _~,',
r;~~:2'!')~
_.~._~~".".,..~.... _'r"..-_.,."
EeT MANAG
Appendix D
Emme/2 Plots
Il.
~
'," ,.'rt
'-8'
~:~J)t~::)
It~.- 'l"~-~
. ,.-' ,,}!t1J~
tr'';;;11J.1W
1'[ ~~r
r!~f;
h . 'f-jl!t
I'll ;[j:
"A',1'f.
i1' >>
",'j7'
",\,,,
;1. -J
I"'''''~"
}I ;'.'~
~ .;;.~
~:t~
..4 "j"
~:l^.__<:l'
~f~X~_
i'l;,;;:~~;:..:
I!~ ,"
~;l ~',::'
~/" k" ': k
~,~;-~~~;
".'1"' ''-'''',e"
I' ,"
~: :l>~'.
"~:c.. :.,;~~
,'. .
'h.~}l'1\
1:1 .:
~J ~ 7,
t?'k"'~~:
If .B:
I~'l''lf,;
~~~:
1~7? ~',
l"~ ,""
~t~ii:
l
PLANNERS
r---
" . ~
"
"
902 S
~
436,
+
t;r~~
(:)
:z
N
"""
~
:lOG-ZONE RTP CALIBRATION
Scane'''' 720:2002CenlraILarnoAMPK1-hr(O.541
2007_01_3011:36(<:1&9637)
-
-
-
-
1nO')[ .
..........
397
._-="'""~~~
o
-
-
...
,.,
-
2002 Base Network - AM Peak 1 hr Auto Volumes
"
::c::
E-i
,0::>
-"'f'
=49.
o
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~
-
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...
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3112
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I
~i!J
81
enl
,
:I:J
8
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!'
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....GIi
11'1'0>
..
'!l
.
if
I '
S~ \~ i
lV~
I '1
J ~ :
~
Il
'l'l..',.
--.....-
525
:r
525
,
,
i
I
I
'-
i E-i
I en
, ~
-~-,--_ 2L
- .-=----c-_. .~.-=--_..,.--=- '!)~
7
864
~ g
"
::c: ~ I~__
-
-
-
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- --
~
~
;I..1t! 1'1, _ILI"~.J..
472
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N
~,--
30 o:::rt--
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f-t
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--,,-,-,,--,-,--,--,-:-~,c
'Ip
~\,
, ,,~
- -. ...:=="-~-=-~==
~B
,11
~ ii
CENTRAL LANE TMA 2025 CPU UPDATE
Scenario 446:202S RTP FCfTS ISep +05 AM Peal< 1-hr
2007-01-30":53(clas637)
-
-
-
..
-
-
2025 RTP Constrained Project List - AM Peak 1 hr Auto Volumes
474
-
-
-
OR
11
-
4"
E-t
U)
20
::r::
E-t
N
L{)
-
-
"<.(J:
7;',
il
~
~
!'i
ii,
-
523
Q
!l
..
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::c:
-
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-
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'-
'"
'"
'"
~ ~;
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. ~ ~
E-\
tJ)
o
Z
N
.qt
~ ffi
~ ~
674
1211>
- -- =:-~ ~~~-
\\: !<
~ ~
J06.l0NE RTP CALIBRATION
Scenario 919: 2002 Central Lana PMPK 1-hr (.54}
2006-11-0708:46 (CI85637)
-
-'-'-
-
-
-
-
2002 Base Network - PM Peak 1 hr Auto Volumes
"'-G7j
,
~'rel!i
N E-f
C/)jr~- -- -.>' __ _CI) I
f ' 51
/I ,
j
~f
CXJ, u r
~f
1,
658
1026
--_.-..~-
17 ~ -
J?_._
-'7--
-
a
-
:I:
E-f.
N
Li)
558
1034
3,.
49S
t
~~
~6'
"9
931
-!!',
43
I
L
-
-
-
-
---r-.
iU
1358
2106
~ g
E-f
CI)
_ __1~_.....~_ -;K
55 - ,
::r::~I~
-
-
-
~--
-
-
~ ~
,
"
Hi
i
897
11
1651
.;!'-
---=--~- - 44
M ~
;; Ii
CENTRAL LANE TMA 2025 CPU UPDATE
Scenario 445: 2025 RTP FelTS ISep +QS PM Peak 1-hr
2006_11_0708:48 (clas6:'37)
-
-"-
-
-
-
2025 RTP Constrained Project List - PM Peak 1 hr Auto Volumes
"25
E-i
CI)
:xlI<
E-i
0::>
"t'
t. .,_
.
Iillil
M _
~_51
52
E-t
U)
::r::
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N
U}
..,.\ l
1023
'2~'
.........11"...."..... .,
---3-'- 21
79 -112 -----
~ '
"",
-- --- =:' ,
"
-
-
-
"
"ir-
",
'.
"
"'-,-,----
..
-
-
'" 311.
957
,
i
.s ~ - !
~_.N !
~~
i
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M III
.J
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921 921 ~~
.1iID,-..~~...a~-..1,881E-. -,
115
I' ".._'!~.,.'23B7~". .,,, """ .._..,......"'114-'
~ I~ "
E-' ~I M
Cf) ..~',_,_' _~._,_,~.__
O~, 34
',2. ~ ~
_ ('J'" 0
-<::j"
115
r'
_~ r~
~ ': ~
\ ~~
. '"1
/...'"
-11-
::r::1
'"..- '.'.,
-
-
-
-
17q
, '
'_-......-,i
27llS
~ ~
i'
!
-
-
-
f;c '- ~"'1':",....,'
I;~"':;:~~ihi;r ,'~~"
;~~'~i
I"".;"""", ,
',.""-,"0?
1:;-.
~~; l;~
..;:.. }.
e "v. t' '1!';;~I.
::J .-';-;1".,
1 ~.\'~t~;~{i~~
J, ,""..,". -l7f
I.J:f
-,r;:; ,:> ~.~1-~
I""""""~
: :)~~:~ :~-~~
'.' ". '.~' -. i.:
, .~' ',' - .~
I':,~,~\' ":<','i
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~ ~
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;:~~#~'j
1"~J~j,
.'4fr{,:::Jj
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I;~;'
{';;'-_:--
"
I".,
E N GIN E E R
- -----_.~--, =-=-------.-
PROJECT
MANAGEI'"
PLANNERS
Appendix E
Signal Timing
-
-,
-
-
-
-
-
~
,-..
.,..
-
-
-
-
-
-
-
-
-
-
-
----,
INTERSECTION: Main SI, & 42nd SI.
Group Assignmenf:-j.fONE
Field Master Assignment: NONE
System Refere"nce Number: 33
N/S StreefName: 42nd St.
EM/ Street Name: Main St.
_ . _ ___ _ __~aRe_![~! ~
- LastDatabase Change: 11/15/20069:46
I
1=-_ Chanae
I
I
I
I
I
Change Record
Bv I Date I ChanQe
Notes:
~ Dat~
~~nu~l PI::!n
o = Automatic
1-9 "'Plan 1-9
14 = Free
15 : Flash
M:'Inll;:lIOffl':1!1
o = Automatic
1 : Offset A
2 = Offset B
3 = Offset C
IDrop Number 6 <C/O+Q+Q>
IZone Number 1 <C/O+Q+1>
IArea Number 0 <C/O+O+2>
IArea Address 201 .<C/O+D+3>
IQuicNet Channel I "'GI2D: I(QuicNel)
Communication Addresses
I Flash Start ]1 0
I Red Revert 5,0
IAII Red Start 5,0
Start I Revert Times
I<F/1+0+E)>
1 <F/1 +O+F>
I <F/1 +C+O>
IManual Plan
Manual Offset
Manual Selection
I <C/Q+A+1 >
<C/Q+B+1 >
Phase I
Column Numbers -> 1 I 2 1 3 I 41,,'6' 'I ,61 71' 8 ': I 9 1'''A',1 ,8" I, C'I 0,1 CD
Row - Phase Names -> I
0 Ped Walk ---0 ----a- ----0- ""'6 ----0- ""'6 ----0- ----a-I I IRR-1 Delav 0
1 Ped FDW 0 18 0 20 0 18 0 20 Phase 1 0 0 0 0 0,0 I RR-1 Clear 0
2 Min Green 5 6 5 6 5 6 5 6 Phase 2 20 0 0 0 0,0 I EV,A Delav 0
3 Tvpe 3 Disconnect 0 0 0 0 0 0 0 0 Phase 3 0 0 0 0 0,0 I EV-A Clear 10
4 'Added ~er Vehicle 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 Phase 4 20 0 0 0 0,0 I EV-B Delay 0
5 Veh Extension 3,0 2,5 3,0 2,5 3,0 2,5 3,0 2,5 Phase 5 0 0 0 0 0,0 I EV-B Clear 10
6 Max Gap 3,0 2,5 3,0 2,5 3,0 2,5 3,0 2,5 IPhase 6 20 0 0 0 0,0 I EV-C Delay 0
7 Min Gap 3,0 2.5 3,0 2,5 3,0 2,5 3,0 2,5 Phase 7 0 0 0 0 0,0 IEV-C Clear 10
...!:. Max Limit 15 25 15 9 15 25 15 20 IPhase 8 I 20 0 0 0 0,0 IEV-D Delav 0
9 I Max Limit 2 20 20 20 20 20 20 20 20 EV-D Clear I 10
Ii: IAdv, 1 Delay Walk 0 0 0 0 0 0 0 0 Max Initial ~ RR-2 Delay II 0
i ~R Min Ped FDW 7 7 7 7 7 7 7 7 Alternate Walk ______ RR-2 Clear II 0
Cond Serv Check 10 10 10 10 10 10 10 10 Alternate FDW ~------ IView EV Delay II
IReduce Everv 0,0 0,0 0,0 0,0 0,0 0,0 0,0 0,0 Alternate Initial IView EV Clear II
/Yellow ChanQe 4,0 5,0 4,0 4,0 4,0 5,0 4,0 4,0 Alternate Extension ------ IView RR Delay II
I Red Clear 0,0 I 0,0 I 0,0 I 0,5 I 0,0 I 0,0 0,0 I 0,5 IView RR Clear IJ I
Phase Timing - Bank 1 <C+Q+F=1> Alternate Timing <C+O+F=1 > Preempt Timing
IExclusive Walk II 0 <F/l+0+0>
IExclusive FDW 0 <F/1+0+1>
IAII Red Clear 0,0 <F/1+0+2>
Exclusive Ped Phase
(Outputs specified in Assignable
Outputs at Ef127+A+E & F)
F
Row
I Permit 12345678 0
I Red Lock 1
IYellow Lock "'2
lMin Recall _2_6_ 3
IPed Recall .._ 4
IView Set Peds 2 6 8 "6
I Rest In Walk 6
I Red Rest 7
IDual Entry _ 4_1!..8
IMax Recail ..!..
Soft Recall _2_6_ A
Max 2 8
Condo Service 1_3_5_7_ C
IMan Cntrl Calls D
IYellow StartT6-- ..EJ
IFirstPhases _4_8 ~
Phase Functlons<C+0+F=1
Printed on 3/512007 1:46 PM
Timing SheelVersion: 233 RV2 Revision: 71015
BI Trml SJ'stems, Inc, Sacramento, California
-
- -
-
-
-
-
-
--
-
INTERSECTION, Main SL& 42nd SL
-
Column Numbers -:> 1 I 2 I
jROW ~ O'.~.D N.m. ,-" I~ _E1_ ~ _,
, Load Switch Number I 9 ~ 0 r
1 Veh Set 1 - Phases i 1 4 h II
2, IVeh Set 2 - Phases II
3 IVeh Set 3 - Phases II
..!J INeo Veh Phases II
'5 I I Nea Ped Phases I
T IGreen Omit Phases
T IGreen Clear Omit Phs.
8'1
":91
I All
B II
C II
I D I IGreen Clear
I I E I Iyellow Chanae
I F'l IRed Clear
3
C
a
Overlao
4 5
_Q.,_~ __ E
o -~
6
4 6
/I
/I
/I
0,0
4.0
0,0
I, 0,0 0,0
I 0,0 0,0
I 0,0 I 0,0
Overlap Assignments
Row
E
CQlumn Numbers --->
o IExclusive Phases
1" IRR-1 Clear Phases
2 RR-2 Clear Phases
3 RR.2 Lirnited Service
4;- Prot I Perm Phases
5 , Flash to PE Circuits
6 Flash Entry Phases I
7" [Disable Yeilow Rance I
3 IDisable Ov~ Yel RanQe II
9 IOverlap Yellow Flash II
A IEV-A Phases II 2
B IEV-S Phases /I
C' !EV-C Phases /I
~ EV-D Phases II 3
E IExtra 1 ConfiQ. Bits II 1 3 5
'F' I'C Select IIni;'rconnectl /I 2
Configuration <C+O+E=125>
I
IExt. Permit 1 Phases
IExt. Permit 2 Phases
[ ExcluslvePe"d-AssiQ/,
I Preemot Non-Lock
I Ped for 2P Ou\pul
IPed for 6P Ou~ut
I Ped for 4P Output
IPed for BP Out'put
Yellow Flash Phases
ILow Priority A Phases
!Low Priorftv B Phases
ILow Priori'tv C Phases
ILow Priorit'l 0 Phases
I Restricted Phases
I Extra 2 ConfiJl Bits
Configuration
,
,
'1
5
4 7
8
,
Printed on 3/5/2007 1 :46 PM
I
0,0 I 0,0
0,0 I 0,0
0,0 I 0,0
<C+0+E=29>
F
2
4
I 4
<C+O+E=125>
6
I-~
I
+
8
-
6
7
o
o
+
0,0
0.0
0,0
0,0
0,0
0,0
-
+
8
o
0,0
0,0
0,0
IFast Green Flash Phase
Green Flash. Phases
I"Flashinp Walk Phases
Guaranteed Passaoe
iSimultaneous Gaol-erm
Iseauential Timiri9
Advance Walk Phases
IDelav Walk Phases
I External Recall
IStart-up Overlap Green
IMax Extension
!Inhibit Ped Reservice II
Isemi-Actuated II
Start-up Overlap_Yellow II
Start-up Vehicle Calls II
IStart,up Ped Calls /I
SpecialS
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
-
FlCtm1 Flall!~
1 :. TBC Type 1
2 '" NEMA Ext. Coord
3 :. Auto Daylight Savings
4 = EV Advance
5 = Extended Status
6 = International Ped
7 = Flash ~ Clear Outputs
B = Split Ring
"I
FlCtm? FlllO!l
1 = AWB During Initial
2 = LMU Installed
3 = Disable Min Walk
4 = QulcNetJ4 System
5 = Ignore PIP on EV
6.
7 = Reserved
8.
F I
I
j
--1
I
I
I
12345678
12345678
2..4,6 8 I
<C+O+F=2>
FI:1!ln to PF &
,pr; I\!nn_1 odS
1 =EVA
2 = EVe
3=EVC
4 = EVD
~ Select F1alJR
,.
2=Modem
3 = 7-Wire Slave
4= FJasn I Free
5.
6 = Simplex Master
7:: 7-Wire Master
II _ ,....,..~~. In'~""""'~'
-
-
-
-
Paoe 2 fof 8)
c;
I EV-A 0
EV-S 0
I EV-C 0
I EV-D 0 I
IRR-1' --- I
IRR-2' 1 -- - I
ISE-1 I 0 I
ISE-2 I 0 I
Preempt
, Priority
<C+O+E=125>
( * RR" 1 is always Highest, and
RR-2 is second Highest)
5=RR 1
6=RR2
7 = SE 1
B= SE2
21
I I ~ I:
IPhase 1
IPhase 2
IPhase 3 5 I
IPhase 4 5 I
IPhase 5 5 I
IPhase 6 5 I
IPhase 7 5 I
IPhase 8 5 I
Coordination
Transition
Minimums
<C+O+C=5>
--~~;
Row
0-
1
2
.2..
...i.-
5
6
..L
..!.
,9
A
B
C
D
E
F
Ro;j
0-
T
2'
'3
'4
51
T
T
8
9
A
B
~
o
E
F
Bf Tran Systems. Inc, Sacramento, California
-
-
-
-
-
l~rER.s_ECTION: Main St, & 42nd St
Column Numbers --> L1 I
Plan Name -> I
Cycle Lenqth-~ ~oo--
Phase 1 - ForceOff 55
Phase 2 - ForceOff 0
Row
=0
T
f1
4
5
6
7
i1
A
B:'
C
~
Phase 3 R ForceOff '\
Phase 4 - ForceOff I
Phase 5 M ForceOff
Phase 6 - ForceOff I
Phase 7 - ForceOff I
fhase 8 - ForceOff I
I Rina Offset I[
IOffset 1 II
I Offset 2 II
IOffset 3 II
IPenn 1 - End II
IHold Release II
IZone Offset II
~;w
1
2
3"
T
:s
~
A
B
C
ij
Ped Adjustment
Perm 2 - Start
Perm 2 - End
Perm 3 - Start
Perm 3 - End
Reservice Time
Reservice Phases
Pretimed Phases
IMax Recall
IPerm 1 Veh Phase
I Perm 1 Ped Phase
IPerm 2 Veh Phase
I Perm 2 Ped Phase
Perm 3 Veh Phase
IPenn 3 Ped Phase
Printed on 3/512007 1 :46 PM
20
40
55
o
20
40
o
o
o
o
15
255
o
o
o
o
o
o
o
I
12345678 I
12345678 I
I
1
I
1
-
-
-
2
'I
--
4
3
100
55
o
20
40
55
o
20
40
o
o
o
o
15
255
o
100 100
55 55
o 0
20 20
40 40
55 55
o 0
20 20
40 40
o 0
o 0
o 0
o 0
15 15
255 255
10101
Coordination - Bank 1
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
12345678 + 12345678 + 12345678 I
12345678 I 12345678 I 12345678 I
I I I
I 1 I
Iii
1 I I
Coordination - Bank '2
---:;00'
55
o
20
40
55
o
20
40
o
o
o
o
15
255
o
-
.~.
,-~
Plan
5
I
'6
100
55
o
20
40
55
o
20
40
o
o
o
o
15
255
I 0 [
<C+O+C=1>
o 0
o 0
o 0
o 0
o 0
o 0
12345678 12345678
12345678 I 12345678
I I
1 1
1 I
I 1
<C+Q+C=2>
-
-
I
I'
'8
7
--~~o~
55 55
o 0
20 20
40 40
55 55
o 0
20 20
40 40
o 0
o 0
o 0
o 0
15 15
255 255
o 0
o
o
o
o
o
o
o
o
o
o
o
o
12345678
12345678 I
I
I
1
_I
12345678
12345678 I
I
I
I
1
Timing SheelVersion: 233 RV2 Revision: 71015
-
-
9
100
55
o
20
40
55
o
20
40
o
o
o
o
15
255
o
o
o
o
o
o
o
123456781
12345678 I
-
-
-
Paoe 3 (of B)
~
-
i-~
(Coord Extra Bit 1 = Programmed WALK
Time for Sync Phases)
I
IPlan 1 - Sync 2
IPlan 2 - Sync 2
Plan 3 . Sync 2
Plan 4 - Sync 2
Plan 5 - Sync 2
!Plan 6 - Sync 2
'Plan 7 - Svric 2
JPlan 8 - Sync 2
[Plan 9 - Sync j 2
jNEMA Sync II
NEMA Hold
I
ICoord Extra
I II
Sync Phases
IFree Laq
IPlan 1 - LaQ
IPlan 2 - Lao
IPlan 3 - Lao
IPlan 4 ~ Lao
IPlan 5- LaC!
IPlan 6 - Lao
IPlan 7 ~ Lao
IPlan 8 - LaC!
IPlan 9 - LaC!
IExternal Lao 1/
II
I II
I II
[ II
I II
Lag Phases
E
I
I
<C+O+C=1>
2: 681
246 8
2 4 6 8
2 4 6 8
246 8
24 6 8
2 4 6 8
2 A_6-!!.
246 8
246 8
I
I
<C+O+C=1 >
6
6
6
6
6
6
6
6
6
~
1
2
3
'4
5
'6
7"
8
~
B
C
D
,E
F
Row
o
1
T
3
...i.
5
6
7
81
9
A
B
C
..Q.
.E...
..E.
81 Tran Systems, Inc, Sacramento, California
-
~~"
-
-
-
,
;1
II
II
II
II
II
II
--,
-
- -
--~...--'
-
-
-
INTERSECTION: Main SL & 42nd SL
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
I Column A Column B ,Column C, ,Column 0
NOT -3 II 0 Max 2 0 f'retimed r 0 Set Mondav
NOT -4 I 0 System Det 1 0 Plaf"l 1 0 Ext. Perm 1
I OR-4 (a) II 0 System Det 2 0 Plan 2 0 Ex!, Perm 2
: OR-4 (b) II 0 System Del 3 0 Plan 3 0 Dimminq
, OR-5 (a) II 0 I System Det 4 0 Plan 4 0 ' Set Clock
II OR,S (b) II 0 System Det 5 0 Plan 5 0 Sto~ Time
n ORw6 (a) II 0 I System Del 6 0 I Plan 6 0 Flash Sense
II OR-6 ibi II 0 U System Det 7 I 0 Plan 7 0 Manual Enable
D FiQ 3 Diamond II 0 -; System Del 8 0, Plan 8 I 0 , Man. Advance
D FiR 4 Diamond Ir-o--: Max Inhibit (nemaiJ 0 i Plan 9 ~ , External Alarm
H AND-4'{a) I'~ Force A (nema\ ~ : DELAY-A ~ ,Phase Bank 2
n AND-4 (b) I, 0 i Force B (nama) I 0 DELAY-B I~ I Phase Bank 3
I NAND-; (al ,lOp C,N,A, (oema) I 0 DELAY-C 1 0 Ovenao Set 2
I NAND~1 {bl "I 0 Hold (nema) II 0 DELAY~D 1----0-- Overlao Set 3
I NAND-2 (a)-' 0 Max Recalll 0 DELAY-E 1----0- Detector Set 2
IINAND-2(bl_LL MinRecall I 0 DELAY-F 1----0-. Detector Set 3
Assignable Inputs
Row
0=
~
~
T
T
Iii
B
C
11
~
J:J
I COlumn,9
I Soec, Funct 1 /I
I Spec. Funct. 2 I
I Soec. Fund, 3
I Sp'ec, Funct 4 I
I NAND-3 (a) I
I NAND-3 ib) I
I NAND-4 (ai I
I NAND-4 (b) I
I OR-7 (a)
I OR-7 (b)
I OR-7 (c)
I OR,7 (d)
I OR-8 (a)
IOR-8(b)
I OR-8 (c)
I OR-8 (dl
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
H ColumnA
,
I Preem~t Fail I 0
So Evnt Out 1 0
So Evnt Out 2 0
So Evnt Out 3 I 0
i So Evnt Out 4 0
I So Evnt Out 5 0
I So Evnt Out 6 I 0
I So Evnt Out 7 0
U So Eynt Out B I 0 NOT-3
n I I NOT-4
U Detector Fail I 0 I OR~4
n Soec, Funct 1 II 0 I OR-5
l Soec Funct, 2 I~ OR-6
H Cent.il-t-ontro,--l 0 AND-4
II Excl. Ped DW I 0 NAND-1
U Excl, Ped WK I 0 NAND-2
o
o
o
o
I 0
III
III
I~
~
T
3'"
4
s:
6
7
a
9
A
B
C
D
E
F
I Column 9
Phase ON - 1
I Phase ON - 2
Phase ON - 3
I Phase ON - 4
Phase ON .;. 5
Phase ON - 6
Phase ON - 7
Phase ON - 8
Ph, Check - 1
I Ph, Check - 2
I Ph, Check - 3
I Ph, Check - 4
I Ph, Checl, - 5 I
Ph, Check, 6 II
Ph, Check - 7 II
Ph, Checl, - 8 II
II, Column S
: Flasher 0
Flasher 1
Fast Flasher
Fia 3 Diamond
Fia 4 Diamond
o
o
o
o
o
'I ColumnC COlumn,D
Free 0 NOT-1
Plan 1 0 OR-1
Plan 2 0 ' OR-2
Plan 3 0 OR-3
Plan 4 0 AND-1
Plan 5 0 AND-2
Plan 6 0 AND-3
Plan 7 0 NOT-2
Plan 8 0 EV-A
Plan 9 0 EV-B
I Soee. Funct. 3 0 EV-C
I Soec, Funct, 4 II 0 j EV-D
NAND-3 I~ RR-1
, NAND-4 I 0 RR-2
QR-7 ,I 0 Saee. Event 1
QR-8 I 0 Saee. Event 2
Assignable Outputs
Printed on 3/5/2007 1 :46 PM
Timing Sheet Version: 233 RV2 Revision: 71015
-
Column E
o Dial 2 (7.VlJire)
o Dli'll 3 F-Wire)
o Offset 1 (7-VVire)
o Offset 2 (7-Wire)
o Offset 3 (7-Vlfire)
82 Free a-Wire)
81 Flash (7-Wire)
o Excl. Ped Omit
o NOT-1
o NOT-2
o OR-1 (a)
o OR-1 (b)
o 9R-2 (a)
IL 0 , OR-2 (b)
Iro-1 OR-3 (a)
1u..J OR-3 (bl
<C=O+E=126>
column E
o TOD Out 1 II
o TOD Out 2
o TOD Out 3
o TOD Out 4 I
o TOD Out 5
.0 TODOut6
o TOD Out 7
o , TOD Out 8
o ' Adv, Warn - 1
o Adv. Warn-2
o DELAY-A
II 0 I DELAY-B
I 0 DELAY-C
I~ DELAY-D
I~ DELAY-E
I 0 DELAY-F
<C=Q+E=127>
-
',- - -.
-
Pace 4 (of 8)
-- -
: Column F
o !SimTerm 0
o EV-A 71
o ' EV-B 72
o ; EV-C 73
o EV-D 74
o : RR_1 51
o RR-2 I 5~2
o 'S08C. Event 1
o : Spec. Event2
o External Lao 1----0-
o 1 AND-1 (a) 1----0-
o AND-1 (b) I 0
o AND.2 (a) LL
I 0 AND-2 (b) bh
II 0 IAND-3iai_ 0
Ir-o-' AND-3 (bl ,0
I Column F
o Dial 2 (7cWire)
o Dial 3 (7-V\lirel
o I Offset 1 (7-Wirel
o Offset 2 (7-Wire)
o ! Offset 3 (7-Wlre)
o I Freen-Wire)
o Flash (7-Wire)
o I Preemot
o ,I Low Pri"oritv A
0, l Low Priority B
o Low Priority C
U 0 Low Priori"tv 0
ILLJ
IIOIl
II 0 U
IUJ
I'
!
BI Tran Systems, Inc, Sacramento, California
-
Row
o
1
2
31
4
5
...!.
..L
...!.
9
i'~ '
D
E
F
o
o
o
o
o
o
o
o
o
o
o
o
~
1"
2'
T
41
S-
a
7
a I
...!.
A
lr
C
'D
E
J:J
-
~~-
-
Printed on 3/5/2007 1:46 PM
-
-
- -
-
w..
-
-
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
-
-
-. -.'
BI Tran Systems, Inc. Sacramento, California
-
-
-,
-
-
-
-
-
........__~NTERSECTION: Main St ~41r,'~ ~t
Column Numbers -~> 0 I 1 2 3
I C1 Pin
'Rowl Detector Name I Number I Attributes PhoTh.~tSLI~~
0- 11""39 - - 457- -r 123 8
"1 I 40 45 7 6 123 8
T I 41 45 7 4 123-S
~53 I 42 457 8 123 8-'1
II 43 1-457 2 123 8- I
1 44 I 45 7 6 123 8 I
T 45 1 45 7 4 123 8 I
"'7 46 I 45 7 8 1 123 8 I I
""i' 47 I 67 2 1 123 ~ I
9 48 I 67 6 I 123 8 I
A 49 I 67 4 I 123 8 1
B 50 I 67 8 I 123 8 1
C 55 I 45 7 5 I 123 8 I
D' 56 I 45 7 1 I 123 8 I
E 57 I 45 7 7 I 123 8 1
F 58 i 45 7 3 I 123-!.. I
. R;;J
=0
T
T
3"
4
~
A
B
"C:'
ij
I 4 I
II C1 Pin
I De.{ectorName I Number Attributes
I 59 45 7
I' 60 _45 7
I:~ :: ~
63 45 7
64 4~~
65 45 7
66 45 7
67 2
68 2
69 2
70 '2
76 45 7
77 457
78 45 7
II 79 I 45 7
Detector Assignments
6
5
6
7
1
Assian I
123 8
123 8
123 8
123 8
123 8,
123 8
123 8
8 123 8
I 123 8
I 123 8
I 123 8
81123 8
123 '!.
123 8
123 8
123 8 J
Phase{s)
5
7
3
2 .
~
4
I
I
1
1
II
II
II
II
~
I 2
I
I
I
I 2
I
, 4
,I 8 I
<C+O+E=126>
6
4
Printed on 3/5/2007 1:46 PM
-
3 I
carry-,
Delav over
0:0- D:il '
0,0 0,0
0,0 0;0
0,0 0,0
0,0 0,0'
0,0 0,0
0,0 0,0
0,0 0,0
0,0 0,0
0,0 0,0
0,0 0.0
0,0 0,0
0,0 0,0
0.0 0,0
0,0 0,0
0,0 0,0
1
4
Carry-
roeT8V over
r==o.o 0,0
I 0.0 0,0
I 0.0 0,0
I 0,0 0,0
I 0,0 0,0
1 0,0 0,0
1 0,0 0,0
I 0,0 0,0
I 0,0 0,0
I 0,0 0,0
0,0 0,0
1 0,0 0,0
I 0,0 0,0
0,0 0,0
I 0,0 0,0
I 0,0 I 0,0
<C+Q+D=O>
2
-
-
-
-
-
-
Walk
'Don't Walk
Phase Green
:Phase Yellow
Phase Red
Overlap Green
:Overlap Yellow
.overlap Red
1 2 3
000
000
000
o 0 0
o 0 0
o 0 0
000
10101 0
Redirect Phase
Column Numbers --->
-
"-
._\~,,~
Ped I Phase I Overlap
4 5
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
)utputs
-
-
- -
--......
_ _ ~':Iae 6 (0(8)
6 7
o 0
o 0
o 0
o 0
o 0
o 0
o 0
o 0
<C+O+E=127>
~
J!..
1
2'
T
4
5
T
.lJ
8
o
o
o
o
o
o
o
o
j<E/125+D+O>
I
IOutput Port 1
IOutput Port 2
IOulput Port 3
IOutput Port 4
IOutput Port 5
IOutput Port 6
IOulput Port 7
Dimming
['CabinetT ype JI 0
Enable Redirection
(Enable Redirection'" 30)
IMax OFF.<minutes) II 20 1<0/0+0+1>
IMax ON (minutes) 7 <0/0+0+2>
Detector Failure Monitor
"""Dl
INumber of Oiqits II 0 I
1151 Diqit 0 I
12 ed Dlqit I 0 I
13 ed D~it I 0 I
4th Di!lit II 0 I
5th Diq!t I 0 I
6 th D\qit I 0 I
71h Diqit I 0 I
pet. Assianments ~ th DiQit 1:1 000 II
11 "'Det.Set1 9th Diqit
12=Det.set2 OhD.
3"'Det.Set3 1 t i9lt
4= 11thDiqit II 0
15= 112thDiqit II 0
I 6= Failure-Min Recall 113thOiJ::lit II 0
17:: Failure- Max Recall 114 th DiQit II 0 jTime II 0 ~<C/5+C+O>
8 = Report on Failure 115 th Di~it II 0 I Redial Time (minutes)
Dial-Back Telephone Number <C+O+C=5>
Qetector Attributes
1 '" Full Time Delay
2 = Ped Call
3=
4= Count
5= Extension
6 "'Type 3
7 = Calling
8 ::Alternate
Timing Sheet Version: 233 RV2 Revision: 71015
Oisahle Al;ums
1 = Stop Time
2 = Flash Sense
3 = Keyboard Entry
4 = Manual Plan
5 '" Police Control
6 = External Alarm
7 = Detector Failure
8=
D
Row
o
1
2
3
4
5
6
7
I
--- -.---
I
II
II
II
---
<C+O+E=125>
- -~-~
In ~
1 DELAY-A 0 I A
IDELAY-B 0 I B
IDELAY-C ole
IDELAY-D 0 D
\DELAY-E 0 ..!..
DELAY-F ,,0 L
Delay Logie Times
<C+O+D=O> (seconds)
IOmit Alarm II j<C/5+p+O>
Disable Alarm Reporting
BI Trim Systems, Inc, Sacramento, California
-
-
-
-
INT_E_RSE~TION: Main SL & 4~~~ Sl
Row
o
"1
2
3
"4
T
'"6
T
'8
9
A
B
C
D
E
F
~"~I
Time a: ~ _Day of Week
00: 00 0 0;, ---
,
00:000 0 I
00:0000
00:00001
00:0000
I 00: 00 (II 01
100:0010~1
100:00100
I 00: 00 10 0
00:00 001
00:00001
00:00001
00:00001
00:00 ~I
I 00 :00 I~I' j
100:00101,011
TOO Coordination <C+O+9=O,1 >
(Bank 1)
" I ~
m "
I Time O::....Q.. Day of Week I
100:00 0'01 I
100:00001 I
, 00:00 001 I
100:00001 I
100:00001 I
100:001001 ..J
00:000101 "'1
00:00 mo I I
00:001001
00:001001
00:00 0 011
00:000011
00:00101011
00 : 00 1...Q..li I'
00 : 00 jOTOlI I
100:0001,0!1
TOO Coordination <C+O+9=O,2>
(Bank 2)
~
f
2
T
"4
5
6
7
8
9
A
B
C
D
E
F
Printed on 3/5/2007 1 ;46 PM
-
-
-
-
-
g-,
I Time_ Lf._ [ Dav of Week I
00:00 0 n
00 :00 0
00:00 0 I
00:00 0 I
00:00 0 i
00 :00 0
00 :00 0
00 :00 0
00 :00 0
00 :00 0
00: 00 0
00 :00 0
00:0010
00:00 10 II
I 00: 00 I 0 II
100:001011
TOO Function <C+Q+ 7=1 > <C+O+E=27>
I Column 4
I Phases/Bits
I g I
I Time l.C" Dav of Week
'-00:00 01-
100:000'
100:00 0
100:00 0
00 :00 0
00: 00 0
00: 00 0
00: 00 0
00 :00 0
00:00 0 I
00:00 0 II
100:00011
100:00 I 011
100:001011
100:0010"
00:00 10 II
Holiday <C+O+ 7=2>
TOO Function
I. Column 4 I
I Phases/Bits
I
I
1
-j
II
<C+O+E=28>
~
-
-
~ ~ ~.I
o >- ~ J Holidav T vpe
00 00 01,----
00 00 0 I
000001 "'J
00 00 0 I
000001 _
00 00 0 1-:
000001 -=
00 00 0 r-'~----::
000001 -
00 00 0 I
00 00 0 I
00 00 0 I ----------
100 I 00 0'----=
100/0001[-'
100100011
100100011
'Holiday Dates <C+O+8;;:j,1>
(Bank 1)
I ~ ~ ~ I
...... >- :2 Holiday -Type
rOO (jjf -0
I 00 00 0
I 00 00 0
I 00 00 0
I 00 00 0
I 00 00 0
I 00 00 0
I 00 00 0
10000 0
00 00 0
00 00 01
001001011
OO.LQtlJl II
00T00T0l1
~I
~/
Holiday Dates <C+O+8=1,2>
(Bank 2)
Timing Sheet Version: 233 RV2 Revision: 71015
-
-
-
I ffi ~ I
Time a: 0 Holiday Type
00:00 0 -0 1---
00:0000
00:0000
00:00001
00:00001
-00 : 00 0 0 I
100:00001
100:00 0 0
1'00:00001
00:00001
00:0000
00:00 OO~
00 : 00 ..!....!.
00:00100
100:000011
LOO : 00 I 0 0 II I
Holiday Events <C+O+9=l,l>
(Bank 1)
I "I ~ I
Time I 0: 0 J Holiday Type
00:00 -o~----
00:00001
00:00 0 0
00:00001
00:00001
00:00 0 0
00 :00 0 0
00:00 0 0
00:00 0 0
00:0000
00:00001
100:0010011
I 00: 00 1.Jl.1JlJ1
1 00: 00 10T0l1
100:00101011 I
100:00101011
Holiday Events <C+O+9=1.2>
(Bank 2)
-
-
-
-
Paae 7 (of 8)
0"
1'" Red Loell
2'" Yellow LoCk
3 '" Veh Min Recall
4 '" Ped Recall
5"
6= RestlnWatk
7 = Red Rest
8'" Double Entry
9 = Veh Max Recall
A '" Veh Soft Recall
B = Maximum 2
C = Conditional Service
D = Free Lag Phases
E = Bit 1 - Local Override
Bit 4 - Disable Detector
OFF Monitor
Bit 7 - Detector Count
Monitor
Bit 8 - Real Time Split
Monitor
PllmSelp.r.I
1-thru 9 = Coordination
Plan 11hru 9
140rE = Free
150rF = Flash
OffsetSelecl
A = Offset A
B = Offset B
C = QffsetC
Month Sfi!ler:!
1 = January
2 = February
3= March
4= April
5 = May
6 = June
7 = July
8 = August
9'" September
A= October
B ::: November
BI Trail Systems. Inc, Sacramento, Califomia
-
--
-
-
-
-
INTERSECTION: Main St. & 42nd SJ.
-
-
-
..
-
-
-
I ,6 I 7 ! ~. .. R C ; I P~~jt~hases I E I F
Rowl Clear . Time Ped Call Hold Advance ForCe Off Vehicle <;all Ped Omit OutDut
0 =---
0 I
...:L 0 1
2 0 1
3 0 -1
...!. 0
5 0 1
T 0 I
~ 0 I
0 I
0 I I
0 1 I
B 0 1 1 I
C- O 1 1 I
D 0 1 1 1
E 0 1 1 J
F 0 I 1 I, -L
Special Event Schedule Table 1 <C+O+E=27>
Rowl
0-
T
2
3 1
4 I
+I,
71
71
9
A
B
1jg 1
E ,
F I
6
Clear
A
Advance
7
Time
8
Ped C~1l
9'
Hold
~-_. -0-
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
I
I
1
1
I
1
I
I
1 I I
Special Event Schedule --
Table 2
Printed on 3/5/2007 1:46 PM
· L~!~_Cl!f ~ I
C'
Vehicle Call
_ D " '
Permit Phases
E
_E'~d Omit
I
1
1
1
I
1
+
I -L
<C+O+E=28>
Timing Sheet Version: 233 RV2 Revision: 71015
F
Outout
-
-
-
-
-
,
-
Paae 8 (of 8)
Notes:
L...Q...j<E/27+5+F>
Limited Service Interval
I
j
I
I
I
I
I
~
Notes:
~I
I 0 I<E/28+5+F>
Limited Service Interval
Bl Tran Systems, Inc. Sacramento, California