HomeMy WebLinkAboutApplication APPLICANT 5/24/2007
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JRH TRANSPORTATION
+NGINEERING'
RESPONSE TO
ODOT COMMENTS
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EAST SPRINGFIELD REZONE
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SPRINGFIELD, OREGON
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MAY 2 4' 2007
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E N GIN E E R.'
PROJECT MANAGE
PLANNERS
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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
RE: East Springfield Rezone.Traffic Impact Analysis
Response to ODOT Comments dated May 10, 2007
Dear Stephen Wilson,
This letter addresses ODOT'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
ODOT and JRH's response.
ODOT Comment #1:
"The classification o/Main Street (OR 126) must' also be listed by the ODOT
Classification:
Response to Comment #1:
The ODOT classification for Main Street (OR 126) is a Statewide Highway. A revised
Table 1 is included illustrating the addition of ODOT classification.
Revised Table.1: Study Area Roadway Characteristics
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VOICE 541.687.1081 FAX 541.3,45.6599 WEB JRHWEB.COM
4765 VILLAGE PLAZA LOOP SUITE 201 EUGENE OREGON 97401
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 2
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ODOT Comment #2:
"The study needs to demonstrate how the Seasonal Adjustment Factors were applied
to the raw traffic data. A graphic showing the raw traffic volumes should also be .
provided':
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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 1.0978 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. .
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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"
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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 of this letter contains the calculations for
the peak hour volumes and peak hour factors from the raw traffic counts.
ODOT Comment #4:
"The 2006 Existing PM Peak Traffic volumes do not seem correct. As part of this
review calculations were made using the raw traffic data and the assumed Seasonal
Adjustment factors presented in this study. The review ca'lculations were unable to
confirm the traffic volumes presented in Figure 4. See related comment for page 8"
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Response to Comment #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 ofthis letter contains
the seasonally adjusted traffic volumes before balancing. Figure 4 ofthe 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
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ODOT Comment #5:
"ODOT does not have a standard from 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 the crashes
in at least a mile of the study area roadway."
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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 1.0 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..f>.t 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 dat'! further shows that the segment from mile post 4.52 to 4.70
(encompassing 42nd Street) is listed in the top 5% SPIS sites. 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.
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Table A: Segment Crash Rates
ODOT Comment #6:
"This study must demonstrate how the Historical Growth Rates were applied to the'
2006 3dh Highest Hour traffic volumes. Calculations 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
Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 4
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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.
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ODOT Comment #7:
"This report states the maximum development potential was determined for the
property given its current zoning of Light-Medium Industrial. For this scel}ario, how
was the maximum allowable development determined"
Response to Comment #7:
To determine the development p01ential 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. Tables 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
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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
TP R -level Analysis, the trip generation study for the proposed zoning must be for the
maximum allowable develovment 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.
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 76,370 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.
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ODOT Comment #9:
"The traffic volumes for all Future Build-Out data sets will need to be revised to
account for corrections made to address the previous comments"
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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 traffic 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 comment can also be applied to the queuing analysis developed for this study. "
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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 volu~es. The analysis and conclusions resulting from the traffic volumes will
not need to be revisited.
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ODOTComment#l1: .
"The scope of workfor this TIA required 3-hour Manual Classification Counts for all
study-area intersections. However, a review of the manual count data was unable to
determine any truck volumes or percentage. The truck traffic in the area is significant,
and must be taken into account. "
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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 0;" 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 ofthe 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
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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.
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ODor Comment #12:
"A review of the Synchro outputs has noted several inconsistencies throughout the
analysis:
o An ideal Saturation Flow Rate of 1900 pcphpl was assumed for both signalized
intersections (42nd and 48thy, while 1800 pcphpl was assumedfor the two
unsignalized intersections. The ODOT Analysis Procedures Manual requires a
saturation Flow Rate of 1800 pcphpl for all intersections. .
o The truck percentages must be based on real"world data. The Synchro default
of 2% is not'acceptable.
o 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. "
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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 above comment. The revisions to Synchro do
not result in the operation of the build scenarios to exceed the operation of the .00-
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
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Table 8: Signalized Intersection Performance
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REVISED Table 8: Signalized Intersection Performance
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Response Letter from Jim Hanks PE
RE: East Springfield Rezone
May 21,2007
Page 9
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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 Performa~ce "
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ODOT Comment #13:
"The TPRfindingsfrom this study are in question, due to the.inconsistencies noted in
this review. It is very likely they will need to be revised, based on the .
recommendations in this review. "
Response to Comment #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.
ODor Comment #14:
"Based on the previous comments in this review" the conclusions drawn and
recommendations proposed are in questions. It is very likely they will need to be
revised, based on the recommendations in this review. . "
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 of the 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.
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Attachment: Appendices A - E
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E N GIN E E R
PROJECT
MANAGE
Appendix A
Scope of Wark
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PLANNERS
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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
Peace health - Medical Office'Building
McKenzie Highway - OR 126 Bus. (Highway #15)
Milepost 4.61 - 5.00
City of Springfield
Lane County
File: T15-3
. Subject:
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AUn: BarfBenthul
JRH Transportation Engineering
1175 East Main Street, Suite 1C
Eugene, OR 97504
(541) 776-9966
BartBenthulliilirhweb.com
The purpose of this letter is to define the scope of work for a Traffic lmpact 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 lndustrial (LMl), 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.
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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 Springfield transportation facilities which also will require
mitigations. This cannot be determined until final configuration of the traffic volumes
and distribl!tion on. the local systems has been approved.
The City of Springfield and ODOT have discussed the proposal and ha.ve decided that
ODOT 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 Summal'l/,
Provide a description of the development, site location and study area (including a
site map). Srieflydescribe the purpose of the analysis, principal findings,
recommendations and conclusions.
Analvsis Study 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:
'I, ()R 126 ,L!: 4ik' Sirfiij( ,," 3,.NioUf Counti'
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Unsignalized Intersections to be evaluated:
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, . OR' 'i 26 8: ?10rtJ Str$et ~ 3~r-four (;(ftuni~
6. OR 126 & DdiJeway Access.- ("r) Be De!/elopf.)d .
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-minute 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.
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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 Assianment
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 be adiusted 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 eQuid 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 II
determining trip assignments for site-generated traffic volumes on roadways within '
the study area.
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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
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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.
ODOT's Development Review Guidelines4 (Table 3.3.8) lists the ODOT 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 1F) and the Ma~imum V/C Ratios provided in Table 6 of
the 1999 Oregon Highway Plan6 (OHP). ,
Application of Computer software shall closely follow ODOT -approved analysis
methodologies. HCS2000 and SynchrolSimTraffic are examples of accepted
analysis software. For further guidance, contact TPAU.
Queue Lenath Analvsis
intersection operation analysis shall include the effects of queuing and blocking.
Average queue lengths and 95th Percentile 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 detennine queue length shall be approved in advance by either
TPAU or the Region !raffic Section. .
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4
IV. ANALYSIS REQUIREMENTS
. Intersection Siaht Distance
Adequate intersection sight distance shall be verified for all proposed intersections Ii
and highway approaches as required in the 2003 HOM. 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 crit~ria contained in the 2003 HOM. ,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 Guidelines7, 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,
Cas.e 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. '
. Documentation of traffic volumes and signal warrant satisfaction; if a new signal
is determined to be the correct solution. .
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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 requirements 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 system must be provided. They shall demonstrate
that the proposed signal system is capable of maintaining adequate progression
band widths for ttie 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 Warran1s 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{o the study area.
I
. !
Traffic Volumes & Ooerations - Year of Ooenina and Years of Anticioated
Phases: with & without Prooosed Oevelooment
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 traffic" conditions. "Total traffic" conditions are
considered "background traffic" volumes plus site generated trips. A subsequent'
Access Management analysis shall 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.
6
"
Both analyses should provide the following:
,
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. A graphic showing Year of phase "background traffic" and "total traffic"
volumes.
. A graphic or table showing V/C and LOS analysis results for both
"background traffic" and "total traffic' volumes.
. A graphic or table itemizing storage length requirements for all approaches,
rounded to the next nearest 25 foot increment. '
. If applicable, a discussion of progression performance along the analysis
corridor.
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Traffic Volumes & ODe rations - Future-Year: with & without Prooosed
DeveloDment
For the TPR study, an assessment shall 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
trafflc' 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 frafflc" and "total trafflc" 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 trafflc" and "total trafflc' conditions.
1 I
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Both analyses shall provide the following:
· A graphic showing Year of Opening "background traffic" and "total trafflc"
volumes.
. A 'graphic or table showing V/C and LOS an.alysis 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. .
. If applicable, a discussion of progression performance along the analysis
corridor.
.' ~. i
Planned transportation system improvements anticipated within the 15-year horizon
shall 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. .
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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.
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Conclusions arid Recommendation!?,
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 summarize all proposed mitigations and the. "assigned"
proportionality to the development for all locations.
,
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Note: Signal timing adjustments will not be considered as mitigation.
. ~
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Please submit three stamped, fin~1 hard copy versions of the TIA for review to
ODOT and a final hard copy version to the City of Springfield. Also, please submit
all.electronlc analysis files for review to ODOT 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 TlA. '
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.
8
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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.
'J
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
(503) 986~2857
steohen.b.wilson!Wodot.state.or.us
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Cc: Jim Hanks - JRH
'Brian Genovese - JRH
Gary McKinney - City of Springfield
Ramona Cline
Ed Moore
David Warr~n
Dennis Santos
Rob Heyman
Mike Wilbur
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OREGON DEPARTMENT OF TRANSPORTATION
if PEACEHEAL TH - SPRINGFIELD MAIN OFFICE BUILDING
, i: ~(DRAFI')TRAFFIC IMP ACT ANAL YSISSCOPE OF WORK ~ STUDY-AREA
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PROJECT MANA'GE
Appendix B
Traffic Counts
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PLANNERS
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42nd and Ma;n Street
Springfield, Oregon
11/15/2006
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
7:45 AM 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 1 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
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48nd and Main Street
Springfield, Oregon
11/15/2006
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
8:15 AM 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
,
8:45AM 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 2 111 11 1
9:15 AM 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
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JRH Transportation Engiriering
4765 Village Plaza Loop, Suite 201
(541) 687-1081 File Name : 44THAN-2
Site Code : 00000000
Start Date : 1/30/2007
Page No : 1
Grouos Printed. Unshifted
44TH MAIN
. F rom North From West
Start Time Right I Thru I .. Left 1 Peds I App. App, Right App, Right I Thru I Left I Peds I App, Int.'.I'
Tntal Total TofJ:l1 Total Total
Factor 1.0 I 1.0 1.0 I 1.0 . 1,0 1.0 1.0 1,0 1.0 1,0
06:00 AM 0 0 0 0 0 76 78 1 10 0 31 0 0 31 119
06:15 AM 1 0 0 0 1 107 109 1 7 3 42 0 0 45 162
06:30 AM 0 0 O. 0 0 127 127 0 7 2 50 0 0 52 186
06:45 AM 0 0 ,0 0 n 116 117 n 4 0 53 1 0 54 175
Total 1 0 0 0 n 426 431 2 28 5 176 1 0 182 642
07:00 AM 1 0 0 0 1 0 120 0 0 120 2 0 6 0, 8 1 49 3 0 53 182
07:15AM 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 0 1 0 183 2 0 185 0 0 2 0 2 6 99 1 0 106 294
Total 3 0 1 0 4 0 642 5 0 647 5 0 30 0 35 10 296 4 0 3101 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
08:45AM 1 0 0 0 1 2 141 '1 0 144 0 0 1 0 1 3 99 1 0 103 249
Total 5 0 2 0 7 2 585 5 0 592 2 0 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 0.9 2.9 0,0 3.2 1.1 33,3 0.3 0,0 ' 34,7
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4765 Village Plaza Loop, Suite 201 : 46THAN-2 .
(541) 687-1081 File Name
Site Code : 00000000
Start Date 1/30/2007
Page No ' 1
Grouos PrJnted. Unshifted
46TH MAIN 46TH MAIN
From Nnrth From East I=rom South From West
Right I Thru I Left I Peds I APP.~tl Left I Peds I App, Thrul . Peds I App, Int I
Stati Time Thru Right I Left I
T()tal Ig Tnt",,1 Total Total
Factor I 1.0 I 1,0 I 1,0 1,0 1,0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 I
06:00 AM 0 0 0 0 0 0 76 76 3 0 4 3 26 0 0 29 109
06:15 AM 0 0 0 0 0 0 98 100 8 0 10 1 44 0 0 45 155
06:30 AM 0 0 0 0 0 0 119 119 8 0 9 0 53 0 0 53 181
06:45 AM 0 0 0 0 0 .n 11~ 113 4 0 5 1 52 0 0 53 171
Total 0 0 0 0 0 0 406 408 23' 0 28 5 175 0 0 1801 616
07:00 AM 0 0 0 0 0 0 114 1 0 115 0 0 5 0 5' 1 46 0 0 47 167
07:15 AM 0 0 0 0 0 0 156 1 0 157 4 0 S 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 0 0 0 0 n 177 ? n 179 1 0 8 0 9 4 97 0 0 101 289
Total 0 0 0 0 01 ----0 62g--- 7 d 6321 6 0 23 0 291 10 287 0 0 2971 958
08:00 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 n n n 1'=1.7 n n 1'=1.7 4, 0, {' n '0 ? QR n 0 100 247
Total 0 0 0 0 5 5 556 7' 5 563 13 0 25 5 381 12 416 b 0 428 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
Total % 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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EN GIN E E~'P RO IE CT
MANAGE
Appendix C
Crash Data
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PLANNERS
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aJS~110 12/1/2006 OREGON Dl::PARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UN!!
CONTINUOUS SYSTEM CRASH LISTING
015 MCKENZIE Ma:Ln Street at 48th Street in Springfield
1-1-2001 through 12-31-2005
, "
, , , W CLASS INT-TY!' SPCL USE
E 1'1 U C 0 DATE COUNTY COMPNT CONN ~ RD CHAR ,(MEDIAN) INT-REL OFTRD HTHR CRASH TYP TRLR OTY MOVE , ,
SER~ E L G Ii R DAY CITY MLG TYE' FIRST STREET DIRECT LEGS TRAF- RNDST SURF CaLL TYP OWNER FROM PRTC WO 0 , LICNS ,CO
INVEST DC S L I( TIM!); URBAN AREA. MILEPNT SECOND STREET LOCTN ltLANES) CNTL OOVWY LIGHT SVRTY V. VEH TYPP m " TYPE SVTl1'Y , x m LaC' ERROR ACTN EVENT CAUSE
01410 W'" 03122/2003 L>N' " INTER ]-LEG W , RAW nx "0 " NONE 0 TURN-R 040,053 "
CITY '"' SPRINGl'"IELD 00 MAIN ST , UNKNOWN W "" nx PRVTE . , 0" 04U,053 "
1211. EUGN-SPR UA 5.B 4BTH ST " " W OLIT "," PSNGR CAR " ORVR NONE 21 H OR-I' 047,UBl on "
OR<25
OJH5 ww W 09/27/2004 LANE " INTER ]-Lt:G W W eLl< ANGL-OTH " NONt: TURN-L " ;
NONE Hoo SPRINGFIELD 00 M1IINST ow UNKNOWN W OOY TURN PRVTE , W 0" "
" EUGN-SPR UA 5.29 48THST " " W CUSK '00 PSNGR CAR 01 DRVR NONE " , OR-'l "" 0" "
OR<25
02 NONE STRGHT
PRVTE , W 0" "
PSNGR CAR' Ol DRVR NONE " , OR-'l "'0 ""' "'
OR<25
U3962 WW N 10126/2005 LANE " INTER CROSS W N OLR A:NGL-OTl:l 01 NONE STRGHT "
CITY Wed SPRINGfIELD 00 MAIN ST OW STOP SIGN N ORY >NOL PRVTE , W 0" "
l'OP EUGN-SPR UA 5.29 4BTHST Ol 99 N DLIT <NO PSNGR CAR Ol cava INJC " M OR-I' 0" 000 00
OR<25
02 PSNG INJC " H OCO 000 "
" NONt: 0 STRGHT
PRVTE N , '" "
PSNGR CAR " ORVR INJB U , OR-I' 028 000 "
OR<25
" PSHG INJB U H coo 0" "
O153b N N N N N 04/02/2002 LANE " INTER ]-LEG W W OLR 0-ITURN 01 NONE 0 STRGHT "
CITY Toe SPRINGF'IELD 00 Hm 'T OW UNKNOWN W 0", TURN PRVTE , W COO
" EUGN-SPR llA 5.29 4BTH 5T 02 W ORY <NO PSNGR CAR 01 CRVR INJB 24 H OR-,( 000
OR<25
02 NONE 0 TURN-L
PRVTE . N ",0
PSNGR CAR 01 CRVR. NONE " H OTH-'l 004 "
N-RES
04144 NNNNN 08/16/2002 LANE " INTER CROSS W W OLR I'.NGL-QTH 01 NONE 0 STRGHT "
NONE F'ri SPRINGFIELD 00 H.m 'T OW STOP SIGN W OR' ANCL PRVTE , W 0"
" EUGN-SPR UA 5.29 48TH 5T " N OAY '00 PSNGR CAR 01 DRVR NONE U H OR-'( 000
OR<25
02 NONE 0 STRGllT
PRVTE , W '"
PSNGR CAR 01 DRVR NONE " H OR-I' ule "
OR<25
04~31 WW N 10/0112003 LANE " INTER ]-LEG W W OLl< II.NGL~OTH Ol NONE 0 STRGHT 02
NONE Wed SPRINGFIELD 00 MAIN ST OW UNKNOWN W OR' T~ PRVTE , W 000 00
" EUGN-SPR UA 5.:<9 48TH ST 02 " W OR' POO PSNGR CAR 01 cava NONE " H OR-,,{ "'0 "'0 00
OR<25
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obsjao 12/1/2006 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOP:>lENT DIVISION PAGE:
TRANSPORTATlON DATA SECTION . CRASH ANALYSIS AND REPORTING UIHT
CONTINUOUS SYSTE..'1 CRASH LISTlNG
UlS )lCH.ENZU; Main Sl:reet ., 4Btb'Street ,. springfield
I-I-lOOI through 12-31-2005
, 0
, " . CLASS INT-TYP SpCL USE
E A U C 0 DATE COUNTY COMPNT CONN , RD CHAR (MEDIAN) INT""REL OFFRD WTHR CRA.5HTYP l'RLR OTY "O~ . ,
SERf E L G'1l R 0" CITY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL TYP OWNER FROM PRTe WJ G , LIeNS '"
INVEST Dc 5 L K TIME URBAN .",. MILEPNT SECOND STREET LOCTN ltLANESI CNTL DRVIN LIGHT SVRTY V. VEHTYPE '0 " TYPE SVRTY , , '" LOG ERROR ACTN ,EVENT CAUSE
-,
" NONE TURN-L
PRVTE . , eo, 00
PSNGR eM " DRVR NONE " , OR-V 0:.111 ,eo "
OR<l5
034~Y . "" 10/03/2004 LANE " INTER ]-LEG . , GLR O-lTURN " NONE 0 STRGHT 02 :t
NONE 5,. SPRINGFIELD " " MAW " " lJNKNOWN , OR< TU'" PRVTE W , 0" "
"^ EUGN-S'PR VA 5.29 48TH " U3 99 , 0" '00 PSNGR CAR 01 DRVR NONE '1 " OR-Y 000 000 00
OR<:.!5
" NONE 0 TURN-L
PRVTE , 5 '"0 '"
PSNGR CAR 01 DRVR NONE " , OR-\: UO< 000 "
OR<25
Ub4:.!4 N N N N N 12/07/2002 LANE l' INTER J':.LEG , , GCR MJGL-OTH 01 NONE 0 SIRGHT "
NONE 5", SPRINGfIELD 0 0 MAW " G" UNKNOWN , OR< "'" PRVTE . E '"
3P EUGN-SPR UA 5.29 48TH " 0< . 0" '00 PSNGR CA.R 01 DRVR NONE " , OR-\: 000
OR<25
" NONE 0 TURN-L
PRVTE 5 . 000
PSNGR CAR 01 DRVR NONE 22 , OR-Y. U28 "
OR<25
", --"',~...'~..
~~ ... ._'..~
";.",,,,-~.....<"
abS3ao L2IL12006 OREGON DEPARTMENT OF TRI\NSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH AN1I.L'iSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
OL5 MCKENZIE Main Street at 42th Street in SpringfieLd
1-1-2001 through 12-3L-2005
, 0
, ., . CLASS INT-TYP SPCLUSE
E A U C 0 DATE COUNTY COMPNT CONN' ~ RD CHAR (MEDIAN) INT-Rl';L OFFRD WTHR CRASH TYP TRLR QTY "''''' , ,
SER' H' W R "y _ CITY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL TYP OWNER "0" PRTC "J , , LICNS ,eo
INVEST 0" L R TIME URBAN 'RE' MTT.1;;PNT SECOND STREET LOCTN (tLANESI CNTL DRVWY LIGHT SVRTY " VEH TYPE TO " TYPE SVRTY , , RE' Loo ERROR ACTN EVENT CAUSE
UUUS " M 01/2S/2003 LANE " INTER CROSS M M """ ,eo 01 NONE , TURN-L "
NONE '-, SPRINGFIELD , , """ " M UNKNOWN M ." ,eo PRVTE . M '"' "
" EUGN-SPR UA 4.61 42ND " OS " M DLIT "J PSNGR CAR 01 "VR NONE " " OR-Y '" '" "
OR<2S
STRGHT 01 ,eo INJC " , 01 '" 034 "
, .
U6268 N N N N N 11/16/2001 LANE " INTER CROSS M M """ S-ISTOP 01 NONE , STRGHT 01
NONE 'd SPRINGFIELD " """ " M UNKNOWN ." REAR PRVTE M , ", 01
M
" EUGN-SPR U1\ 4,61 42ND " A' M DLIT '"0 PSNGR CAR 01 DRVR NONE 21 M OR-Y 026 01
OR<25
02 NONE 0 STOP
PRVTE M , '"
PSNGR CAR 01 DRVR NONE " " OR-Y ",
OR>25
UUIU2 N N N N N 01/0a/2001 LANE " INTER CROSS M 'LR S-lSTOP "' NONE STRGHT 01
M
NONE Moo SPRINGFIELD , , """ " , UNKNOWN PR< REAR PRVTE , W ''" 01
M
3' EUGN-SPR UA 4,61 42ND " 06 M PAY "'0 PSNGR CAR 01 DRVR NONE 59 " OR-I' 026 01
OR<25
.02 NONE STOP
PRVTE , W on
PSNGR CAR 01 DRVR NONE " , OR-Y "'"
OR<25
U11U9 N N N N N 0<1/06/2001 L~' " INTER CROSS M M RA" S-ISTOP 01 NONE , STRGHT 01
CIT\' 'd SPRINGFIELD , , MAIN ST , UNKNOWN ."' REAR PRVTE , W "" "'
M
" EUGN-SPR UA 4.61 42NDST "' M OAY "J PSNGR CAR 01 DR\lR NONE n " OR-Y 026 01
OR<25
02 NONE , STOP
PRVTE , . ""
PSNGR CAR 01 DRVR INJC " , OR,.\, '"'
OR<25
019U1 NNNNN 04/25/2002 LANE " INTER CROSS M M 'LR S-ISTOP 01 NONE , STRGHT 01
NON!': Tho SPRINGFIELD " , """ " , UNKNOWN 'DRY REAR PRVTE , M A'" 01
M
" EUGN-SPR U1\ 4.61 42ND " 06 '" POO PSNGR CAR 01 DRVR NONE 32 , OR-Y '" "'
M
OR<25
02 NONE STOP
PRVTE , M A"
PSNGR CAR 01 DRVR NONE 31 , OR-\' '"'
OR<25
05558 Y N N,N N 10/29/2002 LANE " INTER CROSS W 'Le S';'ISTOP 01 NONE , STRGHT 01
M
NONE 'u. SPRINGFIELD , , MAIN ST , UNKNOWN OR< ~AR PRVTE , M 01
M
" EUGN-SPR UA 4.61 42ND ST 06 DUSK POO PSNGR CAR 01 DRVR NONE 26 " OR-Y A'" 01
M
OR<25
,~
GDSJl:lO 12/1/2006 OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
CONTINUOUS SYSTEM CRASH LISTING
015/iCKENZIE Main Street at 42th'Street in Springfield
1-1-2001 through 12-31-2005
S 0
, . S W CLASS INT-TYP 5PCL USE
E A U C 0 DATE COUNTY COHPNT CONN j! RD CHAR (MEOIANI INT-REL OFFRD WTHR CRASH TYP TRLR OTY "0"" ,
SERlI E L G H R 0"' CITY HLG TYP FlRST STREET DIRECT LEGS TRAF- RNDBT """ COLL TYP OWNER FROH PRTC '" G LICNS '"
INVEST OCSLK TIME llRBAN MEA r>lILEPNT SECOND STRFE'I' lnCTN ('LANESl CNTL 0'''''' LIGHT SVRT'! YO VEH TtPE TO " TYPE SVRTY , '" we ERROR ACTti EVENT CAUSE
UU4Y? W W R RR 01131/2001 LANE " INTER CROSS R CL' S-lSTOP. "' NONE 0 STRGHT 01
R
NO RPT w.o SPRINGFIELD 0 0 MAIN ST W UNKNOWN R 0"' ."'" PRVTE W , ,"0 01
" EllGN-SPR UA 4,61 42NDST " R DUSK '00 PSNGR CAR 01 ORVR NONE n " OR-Y Ol6 "'
OR<lS
02 NONE o .STOP
PRVTE W , OU
PSNGR CAR 01 DRVR NONE '" " OR-Y '"0
OR<25
OlJ55 N N N N N OS/OG/2001 LANE " INTER CROSS R R CL' S-lSTQP 01 NONE STRGHT "'
NONE S"" SPRINGFIELD 0 0 MAIN ST , UNKNO\IlN R DR> REAR PRVTE , C 0," "'
" EUGN-S,PR VA 4.61 42ND ST 06 R '" '00 PSNGR CAR 01 DRVR NONE " " OR-Y Ol6 "'
OR<25
02 NONE STOP
PRVTE , , OU
PSNGR CAR 01 DRVR NONE J6 M OR-Y '"0
OR<25
0676? N N N N N 12111/2001 LANE " INTER CROSS R R .m S-lSTOP 01 NONE STRGHT "'
CIT'I' T"" SPRINGFIELD 00 MAW ST , UN,KNOWN R '" ReAR PRVTE , C "'" 01
" EUGN-SPR VA 4.61 42ND " 06 R DUSK '" PSNGR CAR 01 DRVR NONE '" 0 OM' 026 01
0"
02 NONE 0 STOP
PRVTE W , ou
PSNGR CAR 01 DRVR INJC " , OR-Y 000
OR<25
01206 N N N N N OJ/1J/20Cl2 LAR' " INTER CROSS R " RAW S-lSTOP "' NONE 0 STRGHT 013 "'
CITY "d SPRINGFIELD 00 MAINS! , UNKNOWN R "" REAR PRVTE W C 0'" 01
" EUGN:'SPR UA 4.61 42ND ST 06 R OR> '00 PSNGR CAR 01 DRVR NONE " , OR-Y 02' "'
OR<25
02 NONE STOP
PRVTE , C OU
PSNGR CAR 01 DRVR NONE " , OR-l' 000
OR<25
OJ NONE 0 STOP
.PRVTE , C OU
PSNGR;,CAR 01 DRVR NONE '" 0 0" '"0
ORK
004111 R" 01123/2003 LANE " INTER CROSS " R RAW S-15TOP "' NONE 0 STRGHT "'
NONE Yh" SPRINGFIELD 00 MAW ST W llNKNOWN R WCT RERR PRVTE W C 0'" '"
" EUGN-SPR UA 4.61 42ND " 06 99 R OAY "'" PSNGR CAR 01 DRVR NONE 00 , OR-Y 026 0'" "'
OR<25
02. NONE STOP
PRVTE , , OU '"
PSNGR CAR 01 DRVR NONE " , OR-Y 000 000 '"
OR<l5
",,<~-'"
,-'. ,., ~
,_.~"",
".'--',
~-'---~,'':'' .
-
.......,
..,~~
......0
c;bs)~o 12/1/2006 OREGON DEPAATMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION PAGE:
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
CONI'lNUOUS SYSTEM CRASH LISTING
U15 MCKENZIE Main Stl'eet at 42th Str'e"t In Springfield
1-1-2001 through 12-31-~005
, ,
, " N CLASS INT-TYP SPCLUSE
E A U C 0 DATE COUNTY COMPNT CONN ~ RD CHAR (MEDIAN) INT-REL OH'RD WTHR CRASH TYP TRLR QTY "VB A ,
SER~ E L G H R '" CITY MLG TYP FIRST STREET DIRECT LEGS TRAF- RNDBT SURF COLL TYP OWNER "'OM PRTC 'NJ G , LICNS '"
INVEST DeS L K TIME URBI\,N AREA MILEPNT SECOND STREET LOCTN ('LANESI CNTL DRVWY LIGHT SVRTY V. VEH TYPE " " TYPE SVRTY , , '" LOC ERROR ACTN EVENT CAUSE
" NONE. 0 STOP
PRVTE , , on ""
PSNGR CAR 01 DRVR INJC " , OR-Y 000 000 00
DR<25
U1I:106 'NN OS/2712005 LANE " INTER CROSS , , CCR ANGL-OTH " NONE 0 STRGHT "
NONE E"ri SPRINGFIELD 0 0 MAIN ST CN UNKNOWN '" I\NGL PRVTE . , 000 00
,
'" EUGN-SPR OA 4.61 42NDST 04 99 , DAY. '00 PSNGR CAR 01 DRVR NONE " , OR-Y 028 000 "
OR<25
02 NONE STRGHT
PRVTE , N 000 00
PSNGR CAR 01 DRVR NONE ,. , OR-Y 000 000 00
OR<25
U4142 N N N 11/08/2005 """ 14 INTER CROSS , CCR 0-ITllRN 01 NONE 0 STRGHT "
N
NONE T"" SPRINGFIELD 00 MAIN ST ON UNKNOWN 'R< TURN PRVTE , N 000 00
N
12P EUGN-,5PR UA. 4.61 42ND ST 04 ~99 '" ;NJ PSNGR CAR 01 DRVR NONE " , OR-Y 000 000 00
N
OR<25
02 NONE 0 TURN-L
PRVIE N E 000 00
PSNGR CAR 01 DRVR INJC- 37..M OR-Y 00< 000 "
OR<:<5
,
CPSJ80
1211/2006
CITY OF SPRINGFIELD, CANE COUNTY
, 0
, , , W
E ^ 0 C 0 DATE CLASS CITY STREET
SERII , C G " , '^, DIST FIRST STREET
INVEST 0 C , C K TIME rnO!-l SEcnND'STflFP1'
---.
05432 " " " N N 10/21/2002 ,. MAIN "
NONE ~on 42ND "
"
. OREGON DEP1\RTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
TRANSPORTATION DATA SECTION - CRASH ANALtSIS AND REPORTING UNIT
URBAN NON-SYSTEM CRASH. LISTING
Main Street at 42th Street in Springfield
1-1-2001 through 12-31-2005
PAGE: 1
INT-TYP SPCL ""
RD CHAR (MEDIAJoI) INT-REL OFF-RD WTHR CRASH TYP TRLR QTY MOVS ^ ,
DIRECT LEGS TRAF- ?NDBT ,"RF COLL TYP OWNER FROM PRTC W, G E LICNS "0
LOcTN CONTL DRVWY LIGHT SVRTY V. VEH TYPE " " TYPE SVR'l"Y , , ,., we ERROR ACTN EVENT CAUSE
('LANES)
" NONE STRGHT 01
INTER CROSS N , '"' S-lSTOP 000 01
S TRF SIGNAL " "" REM PRVT!': , "
'" ,PSNGR CAR 01 DRVR NONE " M OR-Y 026 aJ~ 01
"' " O^'
OR<25
" NONE STOP
PRVTE , " OB
PSNGR CAR 01 now INJC 54 F OR-Y '00
OR<l5
ACTION
~OO~
000
001
002
'003
006
007
'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
037
.038
039
0<0
041
042
043
044
0<5
050
051
088
099
....
.....: ,-,. ,""'~
~,.~_.,
ACTION CODE TRANSLATION LIST
SRORT
OI1:!'lr.t:lIP'J'TOlil
NONE
SKIDDED
ON/OFF V
LOAD OVR
SLOW DN
AVOIDING
PAR PARl<
.ANG . PARK
INTERFERE
STOPPED ...-'
STP/L TRN
STP TURN
GO A/STOP
TRN A/RED
LOSTCTRL
EXIT DWY
ENTR DWY
STR ENTR
NO DRVR
PREY COL
STALLED
DRVR DEAD
FATIGUE
SUN
HDLGHTS
ILLNESS
THRU MED
PURSUIT
PASSING
PRKOFFRD
CROS MED
lI. N/SGNl..
X W/ SGNL
DIAGONAL
BTWN INT
DISTRACT
W/TRAF-S
A/TRAF-S
W/TRAF-P
AlTRAF- P
PLAYINRD
PUSH MV
WORK ON
LAY ON RD
ENT OFFRD
OTHER
ONK
LONG DESCRIPTION
NO ACTION OR NON-WARRANTED
SKIDDED
GETTING ON OR OFF STOPPED OR PARKED VEHICLE
OVERHAN~ING LOAD STRUCK ANOTHER VEHICLE, ETC.
SLOWED DOWN
AVOIDING MANEUVER
PARALLEL PARKING
ANGLE PARKING
PASSENGER INTERFERING WITH DRIVER
STOPPED IN TRAFFIC NOT WAITING TO MAKE A LEFT TURN
STOpPED BECAUSE OF LEFT TURN SIG~AL 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
ENTERING ALLEY OR DRIVEWAY FROM
BEFORE ENTERING ROADWAY, STRUCK
CAR RAN AWAY - NO DRIVER
STRUCK, OR WAS STRUCK BY, VEHICLE OR PEDESTRIAN IN PRIOR COLLISION BEFORE ACC. STABILIZED
VEHICLE STALLED
DEAD BY UNASSOCIATED CAUSE
FATIGUED, SLEEPY, ASLEEP
DRIVER BLINDED BY SUN
DRIVER BLINDED BY HEADLI~HTS
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
DR~VER'S ATTENTION DISTRACTED
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
~ALKING, RUNNING, RIDING, ETC.
PLAYING IN STREET OR ROAD
PUSHING OR WORKING ON VEHICLE IN ROAD OR ON SHOULDER
WORKING IN ROADWAY OR ALONG SHOULDER
STANDING OR LYING IN ROADWAY
ENTERING / 'STARTING IN TRAFFIC LANE FROM OFF-ROAD
OTHER ACTION
UNKNOWN ACTION
ALLEY OR DRIVEWAY
STREET OR HIGHWAY
PEDESTRIAN, ETC. ON
SIDEWALK OR SHOULDER .
ON SHOULDER
ON SHOULDER
ON-PAVEMENT
ON PAVEMENT
WITH TRAFFIC
FACING TRAFFIC
WITH TRAFFIC
FACING TRAFFIC
" ,
."...'.....
... ~'.
....~....'~-
CAUSE CODE TRANSLATION LIST
CAUSE SHORT
CODE DESCRIPTION
00 NO CODE
01 TOO- FAST
02 NO-YIELD
03 PAS-STOP
04 DIS--RAG
05 LEFT-CTR
06 IMP-OVER
" TOO-CLOS
08 IMP-TURN
09 DRINKING
10 OTHR...,IMP
11 MECH-DEF
12 OTHER
13 IMP LN C
14 OIS TCD
15 WRNG WAY.
16 !'ATIGUE
18 IN RDWY
19 NT VISBL
20 IMP PKNG
21 DEF STER
22 DEF BRI~E
24 LOADSHFT
25 TIREFAIL
26 PHANTOM
27 INATTENT
30 SPEED
31 RACING
32 CARELESS
33 RECKLESS
34 AGGRESV
35 RD RAGE
,,'
COLLISION TYPE CODE TRANSLATION LIST
COLL SHORT
t:'on~ n1?~"".J;lIP'l'TnN LONG DESCRIPTION
OTH MISCELLANEOUS
POSTED SP BACK BACKING
0 'EO PEDESTRIAN
1 ANGL ANGLE
2 HEAD HEAD-ON
3 REAR REAR-END
4 SS-M SIDESWIPE - MEETING
5 SS-O SID~SWIPE - OVERTAKING
6 TURN TURNING MOVEMENT
7 PARK PARKI~G MANEUVER
8 NCOL NON-COLLISION
9 FIX FIXED OBJECT OR OTHER OBJECT
LONG DESCRIPTION
NO CAUSE A?SOCIATED AT THIS LEVEL
TOO FAST F9R CONDITIONS (NOT EXCEED
DID NOT YIELD RIGHT-OF-WAY
PASSED STOP SIGN OR RED FLASHER
DISREGARDED R-A-G TRAFFIC; SIGNAL.
D~OVE LEFT OF CENTER ON TWO-WAY ROAO
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~ONTROL 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
INADtQUATE 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 ISSUEO)
AGGRESSIV~ DRIVlNG (PER PAR)
ROAD RAGE (PER PAR}
"""'H
TYPE
SRORT
DESCRIPTION
CRASH TYPE CODE TRANSLATION LIST
LONG DESCRIPTION
o
1
2
3
.
6
7
8
9
A
B
C
D
E
F
G
H
I
J
OVERTURN
NON-CaLL
'OTH RDWY
PRKD MV
'ED
TRAIN
BIKE
ANIMAL
FIX OBJ
OTH OBJ
ANGL-STP
ANGL-OTH
S-STRGHT
S-ITURN
S-ISTOP
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 DIRECTION-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
LIe
_("01"111:
o
1
2
3
',-.'-"'.-
-.--..
SHORT
OF.!l("
DRIVER LICENSE COD~ T~SLAT~ON LIST
DRIVER RESIDENCE CODE TRANSLATION LIST
NONE
OR-Y
OTH-Y
SUSP
LONG DESCRIPTION
NOT LICENSED (HAD NEVER BEEN LICENSED)
VALID OREGON LICENSE
VALID LICENSE, OTHER STATE OR COUNTRY
SUSPENDED/REVOKED
t"''''"", "",,,,,..,,...,,"'T"~'
ERBeR COpE TRANSLATION LIST
ERROR SHORT
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
040
041
NONE
WIDE TRN
CUT CORN
FAIL TRN
L IN TRF
L PROHIB
FRM WRNG
TO WRONG
I LLEG U
IMP STOP
IMP SIG
IMP BACK
IMP PARK
UNPARK
IMP STRT
IMP LGHT
INATTENT
UNSF VEH
OTH PARK
DIS DRIV
DIS SGNL
RAN STOP
DIS SIGN
DIS OFCR
DIS EMER
DIS RR
REAR-END
BIKE ROW
NO ROW
PEO ROW
PAS CURV
PAS WRNG
PAS TANG
PAS X-WK
PAS INTR
PAS HILL
N/PAS ZN
PAS TRAF
CUT-IN
WRNGSIDE
THRU MED
FIST BUS
"'"
("om::
SHORT
DJ;:!'C'
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
roLL DESCRIPTION
NO ERROR
WIDE TURN
CUT CORNER ON TURN
FAILED TO OBEY MANDATORY TRAFFIC TURN SIGNAL. SIGN OR LANE MARKINGS
L~FT 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 PARK~D POSITION
IMPROPER START FROM STOPPED POSITION
IMPROPER OR NO LIGHTS (VEHICLE IN TRAFFIC)
FAlLED TO DIM LIGHTS (UNTIL 4/1/97) / INATTENTION (AFTER 4/1/97)
DRIVING UNSAFE VEHlCLE (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
PASSEp VEHICLE STOPPED AT CROSSWALK FOR PEDESTRIAN
PASSING AT INTERSECTION
PASSING ON CREsr'OF HILL
PASSING IN "NO PASSING" ZONE
PASSING IN FRONT OF ONCOMING TRAFFIC
CUTTING IN (TWO LANES - TWO WAY ONLY)
DRIVING ON WRONG SIDE OF THE ROAD
DRIVING THROUGH SAFETY ZONE OR OVER ISLAND
FAILED TO STO~ FOR SCHOOL BUS .
1
2
3
,
9
OR<25
OR>25
OR-?
N-RES
UNK
EMO'
...J;;.9"'"
042
043
044
045
046
047
048
049
050
051
052
053
054
055
056
057
059.
060
061
062
063
064
065
070
07'
oeo
081
082
083
084
OB5
097
,
.~~_._..J
'.
ERROR CODE TRANSLATION LIST
SHORT
~"..,..~~'
F/ELO MV
TO CLOSE
STROL LN
IMP eHG
WRNG WAY
BASCRULE
OPN DOOR
IMPEDING
SPEED
RECKLESS
CARELESS
RACING
X N/SGNL
X W/SGNL
DIAGONAL
BTWN INT
W!TRAF-S
AlTRAF-S
W/TRAF-P
A/TRAF-P
PLAYINRD
PUSH MV
WI< IN RD
LAtON RD
DIS POL
FAIL LN
OFF RD
NO CLEAR
OVRSTEER
NOT USEO
QVRLOAD
UNA DIS TC
FULL [)ESCRl:PT1:ON
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 ~T INTERSECTION TRAFFIC SIGNAL PRESENT
CROSSING AT INTERSECTION DIAGONALLY
CROSSING BETWEEN INTERSECTIONS
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC.
WALKING, RUNNING, RIDING, ETC,
PLAYING IN STRE~T OR ROAD
PUSHING OR WORKING ON VEHICLE IN ROAD OR ON SHOULDER
WORKING IN ROADWAY OR ALONG SHOULDER
STANDING OR LYING IN RO~DW~Y
DISR~GARDING POLICE (ELUDING)
FAILED TO MAINTAIN LANE
RAN OFF ROAD
DRIVER MISJUDGED CLEARANCE
OVER CORRECTING
CODE NOT IN USE
OVERLOADING OR IMPROPER LOADING OF VEHICLE WITH CARGO OR PASSENGERS
UNABLE TO DETERMINE WHICH DRIVER DISREGARDED TRAFFIC CONTROL DEVICE
ON SHOULDER
ON SHOULDER
ON PAVEMENT
ON PAVEMENT
WITH TRAFFIC
FACING TRAFFIC
WITH TRAFFIC
FACING TRAFFIC
,
,.
,
,
.._.....J
EVENT CODE TRANSLAT~ON LIST
EVENT
com:
001
002
003
004
OOS
006
007
008
009
010
011
012
013
014
015
016
017
018
019
020
021
022
023
024
025
026
028
029
030
031
032
033
034
035
036
037
038
039
040
041
042
043
044
045
046
047
048
049
050
051
052
053
054
055
056
057
058
059
SliORT
DESCRIPTION
FEL/JUMP
INTERFER
BUG INTF
PED INV
SUB-PED
BIKE INV
HITCHIKR
PSNGR TOW
ON/OFF V
SUB arRN
MV PUSBD
MV TOWED
FORCED
SET MOTN
RR ROW
L1' Rt ROW
RR HIT V
V HIT RR
HIT RR CAR
JAC!mIFE
TRL aTRN
eN BROKE
DETACH TRL
V DOOR aPN
WHEELOFF
HOOD UP
LOAD SHIFT
TIREFAIL
PET
LVSTOCI~
HORSE
HRSE&RID
GAME
DEER ELK
ANML VEH
CULVERT
ATENUATN
. PI< METER
CURB
JIGGLE
GDRL EN!?
GARDRAIL
BARRIER
WALL
BR RAIL
BR AEUT
BR CQLMN
BR GIRDR
ISLAND
GORE
POLE UNK
POLE UTL
51 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
~EDESTRIAN INVOLVED (NON-PEDESTRIAN ACCIDENT)
"SUB-PED": PEDESTRIAN INJURED SUBSEQUENT TO COLLISION, ETC.
TRICYCLE-BICYCLE INVOLVED
HITCHHIKER (SOLICITING 11 RIDEI
P~SSENGER 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
TRAILER 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 or GUARDRAIL
GUARD' RAIL (NOT METAL MEDIAN BARRIER)
MEDIAN BARRIER (RAISED OR METAL)
RETAINING WALL OR TUNNEL WALL
BRIDGE RAILING (ON BRIDGE AND APP'ROACH)
BRIDGE ABUTMENT (APPROACH ENDS)
'BRIDGE PILLAR OR COLUMN (EVEN THOUGH ~TRUCK PROTECTIVE GUARD RAIL FIRSTl
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 MARKER
061 MAILBOX
062 TREE
063 VEG OHED
064 WIRE/CBL
065 TEMP SGN
066 PERM SGN
067 SLIDE
068 FRGN OBJ
069 EQP WORK
070 OTH EQP
071 MAIN, EQP
072 OTHER WALL
073 IRRGL PVMT
075 CAVE IN
076 HI WATER
077 SNO BANI(
078 HOLE
079 DITCH
060 QBJ F MV
081 fLY-OBJ
062 VEH HID
083 VEG HID
084 BLOG HID
085 WIND GUST
066 IMMERSED
087 FIRE/EXP
088 FeNC/BLD
089 O'l'H ACOT
0:10 TO 1 SIDE
092 PHANTOM
093 CtLL-POL
094. VIOL GDL
095 GUY WIRE
096 BERM
097 GRAVEL
098 ABR EDGE
099 CELL~WTN
100 UNK nXD
101 OTHER OBJ
104 OUTSIDE V
105 PEDAL PSGR
106 MAN WHLCHR
107 MTR WHLCHR
110 N-MTR
111 SCAR VS V
112 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
....; '."P"
.................d
. ,,:...J
li'UMC.TIONl\L CLJ\SS'l.'FICATION TRANSLATION 'LIST HIGHWAY COMPONENT TRANSLATION LIST
'""'C
CL~S~ 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 EXP
14 URBAN PRINCIPAL ARTERIAL OTHER
16 URBAN MINOR ARTERIAL
17 URBAN COLLECTOR
19 URBAN L~CAL
78 UNKNOWN RURAL SYSTEM
79 UNKNOWN RURAL NON-SYSTEM
98 UNKNOWN URBAN SYSTEM
99 UNKNOWN URBAN NON-SYSTEM
CODE
1
2
3
.
5
7
SHORT
OESC
INJURY SEVERITY CODE TRANSLATION LIST
LIGHT CONDITION CODE TRANSLATION LIST
KILL
INJA
INJB'
INJC
'RJ
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
CODE
o
J
SHORT
DESC
MEDIAN TYPE CODE TRANSLATION LIST
2
NONE
RSOMD
DIVMD
LONG DESCRIPTION
NO MEDtAN
SOLID MEDIAN BARRIER
EARTH, GRASS OR PAVED MEDIAN
SHORT
CODe: DESC'
o
1
2
3
.
5
UNK
DAY
DLIT
DARK
DAWN
DUSK
CODI!:
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 HI LEAGE
TEMPORARY.
SPUR
OVERLAPPING
..',
MOVEMENT TYl?E CODE TRANSLATION LIST
SHORT
/ CODE DESC LONG DESCRIPTION
0 UNK UNKNOWN
1 STRGHT STRAIGHT AHEAD
2 TURN-R TURNING RIGHT
3 TURN-L TURNING LEFT
4 I)-TURN MAKING A U-TURN
5 BACK BACKING
, STOP STOPPED IN TRAFFIC
, PRI<D-P PARKED PROPERLY
8 PRKO-I PARKED - IMPROPERLY
PEDESTRIAN LOCATION COnE TRANS~TION LIST
CODE LONG DESCRIPTION
00 AT INTERSECTION NOT IN ROADWAY
01 AT INTERSECTION INSIDE CROSSWALK
02 AT INTERSECTION IN ROADWAY, OUTSIDE CROSSWALK
03 AT INTERSECTION - IN ROADWAY, XWALK AVAIL UNKNWN
04 NOT AT INTERSECTION IN ROADWAY
05 NOT AT INTERSECTION ON SHOULDER
" NOT AT INTERSECTION ON MEDIAN
07 NOT AT INTERSECTION WITHIN TRAFFIC RIGHT-OF-WAY
DB NOT AT INTERSECTION IN BlI<E PATH
09 NOT-AT INTERSECTION ON SIDEWALI<
10 OUTSIDE TRAFFICWAY BOUNDARIES
15 NOT AT INTERSECTION- INSIDE MID-BLOCK CROSSWALK
18 OTHER, NOT IN ROADWAY
99 UNKNOWN LOCATION
,...-.
C_,
.,
PARTICIPANT TYPE CODE TRANSLATION LIST
CODE
o
1
,
3
,
5
6
7
8
9
SHORT
OESC
OCC
. DRVR
l?SNG
PEO
CONV
FTOW
BIKE
BTOW
PRKO
UNK
LONG OESCRIPTION
UNKNOWN OCCUPANT TYPE
DRIVER
PASSENGER
PEDESTRIAN
PEDESTRIAN'USING A PEDESTRIAN CONV
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
ROAD CHARACT~R CODm TRANSLATION LIST
CODE
SHORT
DESC
UNI(
INTER
ALLEY
STRGHT
TRANS
CURVE
OPENAC
GRADE
BRIDGE
TUNNEL
LONG DZSCR:lPTJ:ON
UNKNOWN
INTERSECTION -
DRIVEWAY OR ALLEY
STRAIGHT ROADWAY
TRANSITION
CURVE (HORIZONTAL CURVE)
OPEN ACCESS OR TURNOUT
GRADE (VERTICAL CURVE)
BRIDGE STRUCTUR~
TUNNEL
o
1
,
3
4
5
5
7
8
9
COOE
000
001
002
003
004
005
006
007
008
009
010
Oll
012
013
014
015
016
017
018
019
020
021
022
023
024
025
026
027
028
029
037
038
090
091
092
093
094
SHORT DESC
NONE
TRF SIGNAL
FLASHBCN-~
FLASHBr;:N-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 srG
X-BUCK
THR-GN-SIG
L-GRN-SIG
R-GRN-SIG
WIGWAG
X-BUCK WRN
WW W/ 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
CHANNELIZATION
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 ONLY)
SPECIAL'RR STOP SIGN
ILLUMINATED ~RADE 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)
'-.--,.'
095
099
8US STPSGN
UNKNOWN
VEHICLE TYPE CODE TRANSLATION LIST
CODE SHO~T DESC
01 PSNGR CAR
02 BOBTAIL
03 FARM TRCTR
04 SEMI TOW
OS TR-UCR
06 MOPED
07 SCHL BUS
08 OTB BUS
o 9 M1'RCYCLE
10 OTHER
11 MOTRHOME
12 TROLLEY
13 ATV
14 MTRSCTR
IS SNOWMOBILE
99 UNKNOWN
"
J
BUS STOP SIGN AND RED LIGHTS
UNKNOWN OR NOT DEFINITE
WEATHER CONDITIqN CODE TRANSLATION LIST
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
SNOWMOBILE
UNKNOWN VEHICLE TYPE
CODE SHORT DESC
o UNR
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
"
.~,.',
.-','
';1
,I
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,
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(~_::1ii: ~-:^:"~:----r-::":'~' :';':_"~:::
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~-- PLANNERS
AGE
Appendix D
Emme/2 Plots
,
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436
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3G6-Z0NE RTP CALIBRATION
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Scenario 445: 2025 RIP fClTS \ Sap +05 PM Peak l-tu
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2025 RTP Constrained Project List - PM Peak 1 hr Auto Volumes
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ENGINEERC,
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I .
PRO J E C T MAN A.G E r> c:
PLANNERS
Appendix E
Signal. Timing
..>_._---,,~ .~, _......~.,-" '=~~~-""""=----_.~--~~~.~~,---_.""""-'-_._-,._-~_.._._-~~-~~-"~
...,..,c.
INTERSECTION: Main 51. & 42nd 51.
Group Assignment: NONE
Field Master Assignment NONE
System Refere'nce Number: 33
.
I
~
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I
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Chanoe
Change Record
Bv Date I Chan~
I
IDrop Number 6 <C/O+O+O>
Zone Number 1 <C/O+Q+1 >
f.rea Number 0 <C/O+O+2>
Area Address I 201 <C/O+O+3>
IQuicNet Channel I 01G120: i(QuicNet)
Communication Addresses
Row
--0
T
21
3
"4
5"
~
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C-
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Column Numbers -> 1
fPe:::~I,Name' -, [I 0
IPed FDW 0
IMin Green 5
!Type 3 Disconnect 0
IAdded per Vehicle 0.0
IVeh Extension 3.0
IMax Gap 3.0
.!I'Iin Gay 3.0
Max Limit 15
Max Limit 2 20
Adv. 1 Delav Walk 0
RR Min Ped FDW 7
Gond Serv Check 10
IReduce Everv 0.0
IVellow Chanoe 4.0
IRed Clear II 0.0
Printed on 3/5/2007 1:46 PM
I
~v_ Da~
J
I
I
I
IManual Plan
IManualOffset
Manual Selection
Phase
3 I 4" 5
uT' ..0- ----a----o
,18 0 20 0
656 5
000 0
0.0 0.0 0.0 0.0
2.5 3.0 2.5 3.0
2.5 3.0' 2.5 3.0
2.5 3.0 2.5 3.0
25 15 9 15
20 20 20 20
o 0 0 0
7 7 7 7
10 10 10 10
0.0 0.0 0.0 0.0
5.0 4.0 4.0 4.0
I 0.0 I 0.0 I 0.5 I 0.0 I
Phase Timing. Bank 1
2
7 I 8
-Ii Il ----a
18 0 20
656
000
0.0 0.0 0.0
2.5 3.0. 2.5
2.5 3.0 2.5
2.5 3.0 2.5
25 15 20
2020201
o 0 0 I
7 7 7"
.10 10 10
0.0 0.0 0.0
5.0 4.0 4.0
0:0 0.0 0.5
<C+O+F=l>
6
..-j
N/S Street Name: 42nd St.
ENlJ Street Name: Main St.
Notes:
M.<IntJ.<IIPI.<If:!
o = Automatic
1-9 = Plan 1-9
14 = Free
15 = Flash
M.<Inu.<llnff~1
o = AUlomatlc
1 = Offset A
2 = OffsetS
3= DffsetC
I <C/O+A+ 1 >
<C/O+B+ 1 >
I Flash Start 0
1 Red Revert 5.0
IAII Red Start 5.0
Start I Revert Times
191A'IBICIDI
Phase 1 0 0 0 0 0.0
Phase 2 20 0 0 0 0.0
Phase 3 0 0 0 0 0.0
/Phase 4 20 0 0 0 0.0
IPhase 5 0 0 0 0 0.0
Phase 6 20 0 0 0 0.0
'/Phase7 I~....!!!....
IPhaseS I~ 0.0
Max Initial/I
Alternate Walk /
Alternate FDW ~
Alternate Initial /
Alternate Extension ~
Alternate Timing <c+o+F=i>
Timing Sheet Version: 233 RV2 Revision: 71015
I<F/1+0+E)>
<F/1+0+F>
I<F/1+C+0>
CD
IRR-1 Delay 0
IRR-1 Clear 0
IEV.A Delay 0
I EV-A Clear 10
IEV-B Delav I 0
IEV.B Clear 10
EV-C Delay I 0
iEV-C Clear II 10
IEV.D Delay IL..Q...
IEV-D Clear 1110
iRR.2 Delay IL..Q...
IRR.2 Clear Ira-
IView EV Delay II - - - I
IView EV Clear II I
IVlew RR Delay II -. - I
IView RR Clear II - - - I
Preempt Timing
.J
,..J
P'lo.e 1 iol8
Last Database Change: 11/15/20069:46
IExclusive Walk II 0 <F/1+0+0>
IExclusive FDW 0 <F/1+0+1>
JAil Red Clear 0.0 <F/1+0+2>
Exclusive Ped Phase
(Outputs specified In Assignable
Outputs al E/127+A+E & F)
F
~345678 ~
-2.-6-
Row
=0
T
2
2-
4
~
T
A
B
c
D
E
F
I Permit
I Red Lock
IYellow Lock
IMin Recall
[Ped Recall
IView Set Peds _2_6_S-
!Rest In Walk
I Red Rest
Dual Entrv
Max Recail
Soft Recall
IMax2
ICond. Service
'Man Cntrl Calls
IVellow Start _2
IFirst Phases ~4_' 8 I
Phase Functlons<C+0+F=1 '
----;r 0-
2 6
~-=-n ~-1
61
BI Trail Systems, ll1e. Sacramento, California
INTERSECTION: Main St. & 42nd St.
R;;J
0=
1
2
~
T
7
8
9
A
If
C
If
E
F
Column Numbers -:>
1_'. _ ~rl~~_~~rT1:~"""->.1
ILoad Switch Number :1
Veh Set 1 -, Phases I 1
IVeh Set 2 - Phases
IVeh Set 3 - Phases
I NeQ Veh Phases
I Nea Ped Phases
IGreen Omit Phases
IGreen Clear Omit Phs.
I
I
I
I
J
IGreen Clear
IYellOW Chanae
Red Clear
1
A
9
4
6
4 6
0.0
4.0
0.0
o
1
2
3
4
5
...!.
7
8
9
A
B
C
~
Column Numbers --> I
IExclusivePhases .11
IRR-1 Clear Phases
IRR-2 Clear Phases
IRR-2 Limited Service
IPrall Perm Phases
IFlash to PE Circuits
IFlash Entry Phases
IDisable Yeilow Ranoe
IDisable avp' Yel Ran-,ae /I
IOverlap Yellow Flash II
~v -A Phases h
EV-B Phases II
EV-C Phases /I
IEV-D Phases II
IExtra 1 ConfiQ. Bits II
IIC Select (Interconnect) II 2
Configuration . <C+0+E=125>
Row
Printed on 3/5/2007 1 :46 PM
E
2 5
4 7
3
3 5
......... ,.,
2
B
o
,
!
3
C
o
,
,
I
I
I
I
I
I
I
0.0 0.0 I
0.0 0.0 I
I 0.0 I 0.0 I
Overlap Assignments
8
I
I Ext. Permit 1 Phases
Ext. Permit 2 Phases
\ Exclusive Ped Assiqri
rPreemot Non-Lock
IPed for 2P Outout
IPed for 6P Outout
I Ped for 4P Output
Ped for 8P Output
Yellow Flash Phases
.Low Priori.tv A Phases
ILow PrioritvB Phases
ILow Priority C Phases
ILow'Priori,ty 0 Phases
[Restricted Phases
IExtra 2 ConfrH. Bits
Configuration
Overlap
4
o
o
5
E
-0--
0.0
0.0
0.0
I
0.0 I
0.0 ,
I 0.0 I
<C+O+E=29>
F
2
6
4
II
II
II 4
<C+O+E=125>
[Fast Green Flash Phase I
IGreen Flash Phases I
IFlashinc Walk Phases I
IGuaranteed Passage I
ISimultaneous GaD Term I
ISecuential TiminQ
IAdvance Walk Phases' I
I Delav Walk Phases I
IExternal Recall
ISlart.,.uo Overlao Green I
[Max Extension I
IInhibit Ped ReselVl'ce /I
I Semi-Actuated II
IStart-up- Overlap Yellow II
IStart-uD Vehicle Calls II
I Start-up Ped Calls II
Specials
, "
6
7
--~-o
0.0 0.0
0.0 0.0
0.0 0.0
I
~
I
I
8~
Timing Sheet Version: 233 RV2 Revision: 71015
,j
8
o
Extra 1 Flaas
1 :: TBG Type 1
2 ;:: NEMA Ext. Coord
3 " Aulo Daylight Savings
4 ;:: EV Advance
5;:: Extended Status
6 ;:: International Ped
7 ;:: Flash - Clear Outputs
B = Split Ring
0.0
0.0
0.0
Frlrn? Flam,!
1 ;:: AINB During Inlllal
2;:: lMU Installed
3;:: DjsableMinWa!f(
.. ;:: QuicNeV4 System
5 ::: Ignore PIP on EV
6=
7 :::Reserved
e=
F
Flash to PF.&
PENon-locl<
1=EVA 5:::RR1
2::EVB 6::RR2
3cEVC 7=SE1
4::EVD 8=SE2
Jf:F;p!t!r.IFlan!;
12345678
1=
2=Modem
3:: 7-lMre Slave
4 c Flash I Free
5=
6 :: Simplex Master
7=7-Wre Master
12345678
2 4 6 8
<C+O+F=2>
lI_rlff.."".I.........,.....,
""" ..4
Paae 2 (of 8)
C
o
o
o
I 0 I
I -- - I
I-~-
EV.A
EV-B
EV-C
EV.D
RR-1"
RR.2"
SE.1
SE.2
Preempt
Priority
<C+O+E=125>
( ~ RR-1 is always Highest, and
RR-2 Is 5e~01id Highest'
~
I
Phase 1 I 5
Phase 2 II 5
Phase 3 II 5
Phase 4 II 5
Phase 5 II 5
Phase 6 II 5
Phase 7 II 5
Phase 8 I 5
Coordina'tion
Transition
Minimums
<C+O+C=5>
~
..!.
z
...L
..!.
5
T
T
8
9
A
B
C
If
T
...EJ
Row
"0
1
2
...L
4
5
...!..
7
-tj
A
B
C
..!!..
...E..
..L
BI Tran Systems, Inc, Sacramento, Califomia
,.
~,.,~'::.....
"',. ,.....
INTERSECTION: Main St. & 42nd St. Paqe 3 (of B\
Plan (Coord Extra Bit 1 ;:: Programmed WALK
Column Numbers -> 1 2 3 4 5 8 I 7, 8 9 TIme for Sync Phases)
Row I Plan Name --> .1 E R~
0 n::yde Len'l.th 100- 100 100 100 100 100, . I 100 100. 100 Iplan 1 - Sync 0
1 Phase 1 - ForceOff 55 55 55 55 55 55 I 55 55 55 2 6 1
2 Phase 2 - ForceOff 0 0 0 0 0 0 I 0 0 0 IPlan 2 - Sync 2 6 1 2
3 Phase 3 - ForceOff I 20 20 20 20 20 20 I 20 20 20 IPlan 3 - Sync 2 6 "3
4 Phase 4, - ForceQff 40 40 40 40 40 40 I 40 40 40 IPlan 4 - Sync '2 6 1 4
5 IPhase 5 - ForceOff 55 55 55 55 55 55 I ' 55 55 55 I Plan 5 ~ Sync 2 6' 5
6 I Phase 6 - ForceOff 0 0 0 0 0 0 I 0 0 0 IPlan 6 ~ Sync 2 6 6"
7 IPhase 7 - ForceOff 20 20 20 20 20 20 I 20 20 20 (~Ian 7 - Sync 2 6 7
8 IPhase 8 - ForceOff 40 40 40 40 40 40 I 40 40 40 Plan 8 - Sync 2 6 ..!..
9 IRin...Q Offset 0 0 0 0 0 0 I 0 0 0 Plan 9 - Sync 2 6 ..!..
A JOffse! 1 0 0 0 0 0 0 I 0 0 0 NEMA Sync [ A
B I Offset 2 I 0 0 0 0 0 0 I 0 0 0 NEMA Hold I ~
C IOffse!3 I 0 0 0 0 0 a. I 0 0 0 J I I
0 lpenTI 1 - End II 15 15 15 15 15 15 I 15 15 15 I I I J!..
E Hold Release II 255 255 255 2S5 255 255 I 255 255 255 ICoord Extra I I ..!..
F IZone Offset II 0 0 0 I 0 I 0 I 0 I 0 0 0 I I I F
Coordination - Bank 1 <c+o+c= 1;;:. Sync Phases <C+Q+C=1>
Row F ~
0 'Ped Adjustment 0 0 0 0 0 0 0 0 0 I I Free Laq 246 8 0
1 Werm 2 - Start 0 0 0 0 0 0 0 0 0 I IPlan 1 . Lao 2 4 6 8 -1..
2 , Perm 2 - End 0 0 0 0 0 0 0 0 0 I IPlan 2 - Lao 246 8 ..!.
3 Perm.3 - Start 0 0 0 ,0 .0 0 0 0 0 I IPlan 3 - LaC! 246 8 I ....!..
4 Perm 3 - End 0 0 0 0 0 0 0 0 0 I IPlan 4 - LaC! 246 8 I ...i-
5 Reservice Time 0 0 0 0 0 0 0 0 0 I IPlan 5 - LaQ 2 4 6 8 I ..!..
6 Reservice Phases I IPlan 6 - Laq 2 4 6 8 I ...!..
7 !: I IPlan 7 - Laq I 2.4 6 8 I 7
8 IPretimed Phases I I IPlan 8 - LaC! 2 4 6 8 I 8
9 Max Recal' 12345678 I 12345678 I I IPlan 9 - Lac 2 4 6 8 ..!..
A IPerm 1 Veh Phase II .- 12345678 I 12345678 1234S678 12345678 I J External LaQ A
12345678 12345678 I 12345678
B jPerm 1 Ped Phase II 12345678 , 12345678 I 12345678 I 12345678 I 12345678 , 12345678 I 12345678 I 12345678 12345678 , I ...!!..
C IPerm 2 Veh Phase II I I I I I I I I I I II C
0 ~erm 2 Ped Phase II I I I I I I I I I I II I 0
E Perm 3 Veh Phase II I I I I I I I I I I II I E
F Perm 3 Ped Phase II I L I I I I I I I I II I F
Coordination. Bank 2 <C+O+C=2> Lag Phases <C+O+C=1>
Printed on 3/5/2007 1 :46 PM
Timing Sheet Version: 233 RV2 Revision: 71015
BI Tran Systems, Inc, Sacra~ento, California
'...'......J
'.~..~_.
INTERSECTION: Main 51. & 42nd 51. Pa~e 4 (of B) I
~ I Column 9 Column A Column B . Column C 'I Column D COlumn E Column F ~
0 I Spec. Funct. 1 0 NOT.3 " 0 Max 2 II 0 Pretimed If-+- Set Mondav /I 0 DiaI2(7-"''')~1 0 Sim Term 0
1" I Seec, Funct. 2 0 NOT-4 II-f- Svstem D~t 1 I-f- .?1~tl1 0 Ex!. p~~ ~ 0 DiaI317-wre) 0 EV-A 71 1"
2 I Spec. Funct. 3 0 OR-4 (a) I 0 Svstem Del 2 I 0 Plan 2 J D Ex!. Perm 2 0 Offset 1 (7-Vllirel 0 EV-B 72 2
3 I SRec. Funct. 4 O. I OR-4 ibi II-f-~!,:~ ~~! HI-f- ..P!~tl ~ l~r.?jmlT1inq I 0 Offset 2 (7-Wre\-[~ EV.C I 73 .1...
41 I NAND-3 (a) 0 I OR-S(al I 0 Svstem Det 4 0 Plan 4 o Set Clock Iil Offset 3 (7-Wire) 0 EV.D I~ 74 ..!..
.JL I NAND.3 (bi 0 10R.S (bi " 0 System Det 5 " 0 Plan 5 0 Stoo Time 82 Free (7-Wre) 0 RR.1 51 .JL
6 I NAND-4 (ai 0 rR.6(a) " 0 System Det 6 " 0 Plan 6 0 Flash Sense 81 Flash (7-Wre) 0 RR.2 I 52 6
'7 I NAND.4 (b) 0 OR.6 (bl " 0 Svstem Det 7 " 0 Plan 7 0 Manual Enable 0 Excl. ped Omit 0 Spec. Event 1 0 '7
T OR.7 (a) 0 Fi~ 3 Diamond '1 0 System Det 8 " 0 Plan 8 0 Man. Advance , 0 NOT-1 0 , Soec. Event 2 0 8
9 OR.7(bl 0 I Fi~q 4 Diamond I 0 Max InhibiUnemall1 0 Plan 9 0 External Alarm il 0 NOT.2 ,0 External Laq 0 9
A OR.7(e) 0 I AND-4 (al I 0 Force A ',ema' I-f- DELAY.A 0 Phase Bank 2 I ....:.!!-.OR.1 (al 0 AND.1 (a) 0 Ii.'
B OR.7(d) 0 IAND.4(bi_j 0 ForceB'oema'- ~ DELAY-B o Phase Bank 3 I ~OR.1(b) , 0 AND.1 (b) 0 B
C OR.8(a) 0 H NAND-1 (al_ 0 C.NA ',ema' I~ DELAY.C o Overlao Set 2 I ~ OR.2 (al 0 AND.2 (a) 0 C
D OR.8 (bl 0 iNAND.1 (b) ~ Hold.r'ema) I~ DELAY.D o Overlao Set 3 I, o OR.2 (b) 0 AND-2 (b) I 0 0
E OR-8(e) 0 I NAND.2 (a) I 0 Max Recall 'tf:: DELAY-E ~ DetectorSet2 I 0 OR.3 ia) CI:, AND.3 (a)~1 0 1]
F OR-8(d) 0 H NAND.2 ibi 1----0--. Min Recall I 0 .DELAY.F I -0. Detector Set 3 .L....!.... OR-3 (b) o AND-3 (b) I 0
II
Assignable Inputs <C=0+E=126>
Row I Column 9 , Column A Column B Column C COlumn,O Column E Column F ~
0 I Phase ON . 1 , II Dial 2 (7-Wrel II
0 ' Preem~t Fail 0 Flasher 0 0 Free 0 NOT.1 0 TOO Out 1 0 0
1 i Phase ON. 2 0 So Evnt Out 1 0 Flasher 1 0 Plan 1 0 OR.1 0 TOD Out 2 I 0 ' Dial 3 f!-Wrel 0 1
2 I Phase ON . 3 0 \ So Evnt Out 2 0 Fast Flasher 0 Plan 2 0 OR.2 0 TOO Out 3 I 0 Offset 1 (7-Vllire) 0 2
3 I Phase ON - 4 0 So Evnt Out 3 0 FiJl3 Diamond 0 Plan 3 0 OR.3 0 TOO Out 4 I 0 Offset 2 (7-VVirel 0 2..
4 I Phase ON. S 0 i So Evnt Out4 0 Fia 4 Diamond 0 Plan 4 0 AND.1 0 TOO Out 5 I 0 Offset 3 (7-Wire) 0 4
8 I Phase ON - 6 0 So Evnt Out 5 0 Plan 5 0 AND-2 0 TOO Out 6 0 , Free (7-Wire) 0 5
6 I Phase ON - 7 0 So Evnt Out 6 0 Plan 6 0 AND.3 0 TOO Out 7 I 0 Flash a-Wirel 0 6
7 I Phase ON . 8 0 So Evnt Out 7 0 Plan 7 0 NOT-2 0 TOO Out 8 0 Preempt O' ..I-
S I Ph, Cheel( . 1 0 ' So Evnt Out 8 I 0 NOT.3 0 Plan 8 0 EV.A 0 Adv.Wam -1 0 Low Priority A 0 8
T I Ph. Checl(. 2 .1 0 n II NOT -4 0 Plan 9 0 EV.B 0 Adv. Warn - 2 0 Low Priori.ty B I 0 9
If I Ph. Checl( - 3 II 0 ,~ Detector Fail II 0 OR-4 0 Soec. Funct. 3 0 EV-C 0 DELAY-A 0 Low Priori.tv C I 0 If
S tfh. Checl( - 4 II 0 I Spec. Funcl. 1 II 0 OR.S II 0 Spec. Funct. 4 0 EV.D I 0 DELAY.B 0 Low Priority 0 II 0 B
C Ph. Checl( - 5 II 0 Soec, Funct. 2 II 0 OR-6 II 0 NAND.3 0 RR.1 II 0 DELAY.C 0 " I C
:Ij I Ph. Check. 6 II 0 Central Control II 0 AND-4 II 0 NAND-4 II 0 RR.2 II 0 DELAY-D 0 :H D
l Ph. Check - 7 II 0 ~ Excl. Ped OW JI-f- NAND.1 II-f- OR.7 'I-f- Spec. Event 1 If--%-,DELAY.E 0 E
Ph. Checl( - 8 II 0 Excl. Ped WK I 0 NAND.2 J 0 .OR-8 J 0 . Soec. Event 2 I 0 DELAY.F 0 ..E..
ASSignable Outputs <C=0+E=127>
Printed on 315/2007 1 :46 PM
TimIng Sheet Version: 233 RV2 Revision: 71015
Bf Tran Sysle;ns, Inc, Sacra"mento, California
Row
If
1""
2
2..
4
5'
6"
71
2..
-!..
j
INTERSECTIO~; fl!I~in ~t ~ 4Z.n~ ~!j
~
1""
T
3
4
5
T
7
3
9
A
B
C
D
E
F
Column Numbets -:>
I Phase Names -> I
IPed Walk' ,
I Ped FDW
IMin Green
ITvpe 3 Disconnect
IAdded per Vehicle
IVeh Extension
I Max Gap
IMinG~
IMaxLimit
I Max Limit 2
[Adv, I Delay Walk
IRR Min Ped FDW
IGood Serv Check I
LFeduce Every
[Yellow ChanQe I
I Red Clear II
1
:' ~
4
o
0.0
2.0
3.0
0.5
20
30
o
7
10
1.0
3.0
1.0
1
Phase
4 5
Ped Wall,
Ped FDW
Min Green
T'{oe 3 Disconnect
Added per Vehicle
Veh EJ<tension
Max Gap.
Min Gap
MaxUm-it
Max Limit 2
IAdv, I Delay Wall,
IRR Min Ped FDW
l.gond Serv Check
lReduce Every
IYellow Chanqe
I Red Clear
2
3
o
o
4
o
0.0
2.0
3.0
0.5
20
30
o
7
10
1.0
3.0
1.0
70707
15 0 15 0 15
74447
20020020
2.0 0.0 2.0 0.0 2.0
4.0 2.U 2.5 2.0 4.0
6.0 3.0 3.0 3.0 6.0
2.0 0.5 1.5 0.5 2.0
3D 20 25 20 3D
50 3D 40 3D 50
00000
77777
10 10 10 10 10
1~ 1~ 1~ 1~ 1~
4.0 3.0 3.0 I 3.0 4.0
1~ 1~ 1~ 1~ 1~
Phase Tim.ng - Bank 2
23456
70707
15 0 15 0 15
74447
20020020
2.0 0.0 2.0 0.0 2.0
4.0 2.0 2.5 2.0 4.0
6.0 3.0 3.0 3.0 6.0 '
2.0 0.5 1.5 0.5 2:0
3D 20 25 20 3D
50 3D 40 30 50
o 0 0 0 0
771 7 7 7
10 10 I. 10 10 10
1.0 1.0 I 1.0 1.0 1.0
4.0 3.0 I 3.0 3.0 4.0
I 1.0 I 1.0 I 1.0 I 1.0 i 1.0
Phase Timing - Bank 3
Printed on 3/5/2007 1:46 PM
6
7
---0 7
o 15
4 4
o 20
0.0 2.0
2.0 2.5
3.0 3.0
0.5 1.5
20 25
3D 40
o 0
7 7
10 10
1.0 1.0
3.0 3.0
1.0 1.0 I
<C=Q+F=2>
7 '8
o 7
o 15
4 4
o 20
0.0 2.0
2.0 2.5
3.0 3.0
0.5 1.5
20 25
3D 40
o 0
7 7
10 10
1.0 1.0
3.0 3.0
1.0 I 1.0
<C=O+F=3>
8 I
I
II
I IPhase 1
I IPhase 2
I IPhase 3
I Phase 4
I Phase 5
I Phase 6
I Phase 7
I Phase 8
I 9 I A I B I C I D
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
Max Initial ~
Allernate Walk ~
Allernale FDW ~
Alternate Initial ./
Alternate Extension
Alternate Timing
9
A
B
I
I Phase 1
I Phase 2
I Phase 3
I Phase 4
IPhase 5
IPhase 6
I Phase 7
IPhase,B
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
-0
o
o
o
Max fnitial~
Allernale Walk ~
Allernate FDW ~
Alternate Initial ./
Alternate Extension
Alternate Timing
Timing Sheet Version: 233 RV2 Revision: 71015
o
o
o
o
o
o
o
o
0.0 I
0.0 I
0.0 I
0.0 I
0.0 I.
0.0 I
0.0 I
0.0 I
~
C
D
o
o
o
o
o
o
o
o
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
------
:rransitlonTv~
OX:: Shortway
1,X :: Lengthen
X,'1 thru X.4::
Number of
cycles when
lengthing
lowPriorit.v
1:: Channel A
2 :: Channel B
3 :: Channel C
4 :: Channel D
.,
Paae 5 fof 8)
ITransition Type II 0.3 1<C/5+1+9>
TBC Transition
ILaQ Hold Phases II I<C/5+1+A>
Coordinated Lag Hold Phases
IS~nc OutputTirne II 0.0 I<C/5+1+C>
7-Wire Master
BeQin Month 0 I<C/5+2+A>
:BeQin Week 0 I<C/5+2+B>
End Month 0 I<C/5+2+C>
End Week I 0 I<C/5+2+D>
Daylight Savings Time
ITime Before Yellow II 0.0 I<F/1+C+E>
IPhase Number 0 <F/1+C+F>
Advance Warning Beacon - Sign 1
ITime-Before Yellow II 0.0 I<F/1+D+E>
IPhase Number 0 <F/1+D+F>
Advance Warning Beacon - Sign 2
ILonq Failure II 0.7 I<F/1+0+S>
IShort Failure 0.7 <F/1+0+7>
Power Cycle Correction (Default:: 0.5)
IMin Time (seconds) II 0 I<F/1+0+8>
Min Green Before PE Force Off
IMax Time (minutes~lI 255 I<F/1+0+9>
Max Preempt Time Before Failure
IMin Time (seconds) II 0 l<F/1+0+A>
Mln Time Between Same Preempts
(Does Not Apply To Railroad Preempt)
I Low Pri. Channel .II __ I<E/125+C+8>
Disable Low Priority Channel
Bl Tran Systems, llle, Sacramento, California
INTERSECTION: Mail; SL & 42nd St_
Column Numbers ->. I 0 I
'1 C1 Pin
Row Detector Name Number I
o 39
1 40
2 41
3 42
4 43
...!. I 44
...!. I 45
-Z- I 46
8 I 47
-g- I 48
A I 49
B I 50
C I 55
D I 56
E II 57
F II 58
Attribules
45 7
45 7
45'7
45 7
45 7
45 7
45 7
45 7
67
67
67
67
45 7
45 7
45 7
457
R~W I
1 I
2 I
.3 I
4 I
5 I
6 I
7 I
8 I
9 I
A. I
-1!.. I
..B-1
~:
i:l,
4
C1 Pin
DefecforName I Number I
I 59
! ~
II 67 2
68 2
69 2
70 2
76 45 7
77 457
78 4S 7
I 79 45 7
Detector Assignments
Printed on 3/5/2007 1 :46 PM
Attributes
_4S 7
4S 7
457
45 7
45 7
45 7
45 7
45 7
1
5
2
3
2
A~
123 8 I
123 8 J
123 81
123 .8 I
123 81
123 8 I
123 8 I
123 8 I
123 8 I
123 _ 8 I
123 8l
123 8 I
123-:1
123 8
7 I 123 8 I
I 123 8 I I
Phase(s)
2 -
6
4
8
6
4
8
2
6
4
8
5
3
IMaxOFF(mlnutes)l) 20 1<0/0+0+1>
IMax ON (minutes) a 7 <010+0+2>
Detector Failure Monitor
3
Carry-
LQ~--.ID'er;:
I 0.0 0.0
J 0.0 0.0
I 0.0 0.0
I 0.0 0.0
I 0.0 0.0
0,0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 ...!!.J
0.0 ....!!.J
1
Column Numbers->
IWalk
IDon't Walk
IPhaseGreen
IPhase Yellow
IPhase Red
IOver1ao Green
IOver1ao Yellow
IOverlao Red
IGabinet Type JI 0
Enable Redirection
(Enable RedIrection::: 30)
"
'-~~"
Paoe 6 (of B)
Ped 1 Phase 1 Overlap
1234567
0000000
0000000
0000000
0000000
0000000
0000000
0000000
o 0 0 0 O' O. 0
Redirect P lase ...)utputs <C+0+E=127>
8
o
o
I~
1-t1
Rowl
o
..1..
2
31
""4
...!.
6
7
I<E/125+0+0>
I
JOutput Port 1
loutput Port 2
Output Port 3
'Output Port 4
IOutput Port 5
IOutout Port 6
10uteut Port 7
Dimming
I~
~~
1I-=1l
<C+0+E=125>
o
Phase's) I A~
S"'Tf23----:S
123 8
123 8
123 8
123 8
123 8
123 8
8 123 8
123 8
6 123 ~
4 123 8
I 8 I 123 81
I 2 L!23 8
I 6 1l2~
'_ 4 I 123 8
I 8 I 123 8
<C+0+E=126>
I 2 I ca;"'.] "
~ over Detector Attrih\Jfe~ 'DI
. 0.0 -----0:0- 1 "'Full Time Delay INumberofDiQits . 0 I
0.0 0.0 2'" Ped Call 11 st DiQit .0 I
3=
0.0 0.0 4'" Count 12 ed Dioit 0 I
0.0 0.0 5::: Extension 13 ed Diqit 0 I
0.0 0.0 6::: Type 3 14 th Dioit 0 I
0.0 0.0 7 = Calling 15 th Orq'it 0 I
0.0 0.0 8 = Alternate 16 th Diolt 0 I
0.0 I 0.0 I 17th D~it 0 I
0.0 I 0.0 Det. Assionments 18 th Diait 0 .1
0.0 J~ 1;: Det. Set 1 19 th Di~it 0 I
0.0 I 0.0 2;: Det. Set 2 110th Dioit i 0 I
0.0 I 0.0 ~:DeI.Set3 111thOiJiit II 00 I
0.0 10.0 5= 112thDiQ!t II
0.0 J 0.0 6.=Failure-MlnRecall 113thOlQlt II 0 I
0.0 I 0.0 7=Failure-MaxRecaI1114thD10"it " 0 I JTime II 0 lo<::C/5+C+0>
0.0 I 0.0 8;: Report on Failure 115 th Orqit II 0 Redial Time (minutes)
<G+O+D=O> Dial-Back Telephone Number <C+O+C=5>
6
7
1
7
3
2
6
4
2
Timing Sheet VerSion: 233 RV2 Revision: 71015
Disable Alanns
1 ;:StopTime
2;: Flash Sense
3 ;: Keyboard Entry
4;: Manual Plan
5 ;: Police Control
6 '" External Alarm
7 = Detector Failure
.=
BlO ~A~
DELAY.A I 0 I
DELAY.S 0 I B
DELAY-C 1 0 C
DELAY.D I 0 I D
DELAY.E I 0 E
DELAY.F ! 0 ...LJ
Delay Logic Times
<C+O+O=O> (seconds)
IOmit Alarm II I<C/5+F+0>
Disable Aiarm Reporting
B1 Tran Systems, Inc, Sacramento, California
'..'.
,
INTERSECTION: Main St. & 42nd St.
Row
O~i~;O_1 ~ I~~ 1Jay()~weekl
00:0000 1
00:0000 I
00:0000
00:0000
00:0000
00:0000
00:0000
00:0000
00:0000
00:00 0 0
OO:OOloJo
I' 00 : 00 I 0 1 0 I
100:0010 O~
100:00100
00:00100
TOO Coordination <C+0+9;0.1>
(Bank 1)
I Time ll!j I Day of Week
1-00 : 00 -T Ii ,-'--
100:00001
100:00001
100:000011
100:000011
100:00 O-U
100:0000
100:0010101
I 00: 00 I
00: 00 I
00: 00 1
00:00 L
00: 00 r-
00: 00
00: 00
100:00101011
TOO Coordination <C+0+9=0.2>
(Banl(2)
o
1
2
3
4
5
6
7
8
9
A
B
C
o
E
F
I
5
a
7"
s-
a
A
tj
o
E
F
I 0 0
I 0 0
I 0 0
I 0 0
I 0 01
I 0 o 1
I 0 0'1
Printed on 3/5/2007 1 :46 PM
,"""
L
.',;
Paae 7 (of B) .
I g I I Column 4 ~ I · I~ 0
~ Time I-=~ Day' of Week I I Phases/Bits ro 0 Holiday Type Time 8 'Holiday Typ-" I o.
o >-
00 :00 0 ~ ~ 00"00 01---- 00: 00 0 0 1" Red Loclt
2'" Yellow Lock
00: 00 0 00 00 0 00: 00 0 0 3 "Veh Min Recall
00: 00 0 ~ 00 00 0 , 00: 00 0 0 4 " Ped Recall
00: 00 0 I 00 00 0 I ~ 00: 00 0 0 5'"
00: 00 0 I 00 00 0 ,-'- 00: 00 0 0 6 " Rest In Walk
00: 00 0 I 00 00 0 I I 00: 00 0 0 7" Red Rest
8" Double Entry
00: 00 0 I 00 00 0 1 00: 00 0 0 9 '" Veh Max Recall
00: 00 0 I 00 00 0 i 00: 00 0 0 A = Veh Soft Recall
00: 00 0 I 00 00 0 r- 00: 00 0 0 B " Maximum 2
00: 00 0 ~ 00 00 0 I 00: 00 0 0 C '" Conditional Service
D " Free lagPhases
00: 00 0 00 00 0 I 00: 00 0 0 I E" Bit 1 ,<Local Override
00:0010 1 I .J!Q. .J!Q. _!.i... 00: 00 0 0 -j Bit4- Disable Delector
00:001011 I 00 00 o 1 I 00: 00 01 0 1 OFF Monitor
00:001011 ~ 00100101 I 00: 00 --tt%11 -j Bit7. Detector Count
Monitor
00: 00 , o II 00 I 00 I o II I 100:001001 Bit 8 - Real Time Split
100:001011 I 001001011 I 00 :00 I o 1 0 II I Monitor
TOO Function <C+O+7=1> <C+O+E=27> Holiday Dates <C+0+8=1.1 > Holiday Events <C+0+9=1,1 >
(Sank 1) (Bank 1) Plan Select
I g I I Column 4 . rn .~ ~HoHda~ I -I ~ I 1 thru 9 " Coordination
~ Plan 1 thru9
Time ILf Dav of Week, I Phases/Bits ro v ~ Time, t.. <5 HOliday T y~
0 >- 14orE"Free
00 :00 --0 ~ OIl' -00 0-- 00:00"00 --_ 150r F" Flash
00 :00 0 00 00 0 I 00: 00 0 0
00: 00 0 00 00 0 00: 00 0 0 Offset Select
00: 00 0 ~ 00 00 0 I 00: 00 0 0 A"OffsetA
B" OffsetS
00: 00 0 ~ 00 00 0 00: 00 0 0 C"OffsetC
00: 00 0 00 00 0 00: 00 0 0
00: 00 0 00 .00 0 00: 00 0 0 MnnlhSp.led
00: 00 0 00 00 0 I 00: 00 0 0 1 "January
00:001011 00 I 00 0 I 00: 00 1 0 0 1 2 " F ebrual)'
3" March
00 : 00 '-%-if- 00 I 00 0 100:00100 f- 4 "April
00: 00 I 0 00 00 0 1 100:0010''0. -1 5= May
---
00 : 00 l-%-if- .J!Q. .J!Q. ....Q.. 1 100:0010 ~f- 6" June
100:0010 r- OO 00 0 1 100:0010 7"July
100:00JOII 00 00 ::f:jl 00:0010 0 I 8 "Augusl
9 " September
00 : 00 l-%-if- I. ....!!!!......!!!!.. 0 I 00:00101 o II A'" October
00:0010 I 00 00 0 I I 00: 00 I o I 0 II 8'" November
Holiday <C+Q+ 7=2> <C+0+E=28> Holiday Dates <C+0+8;J.2> Holiday Events <C+0+9=1.2>
TOO Function (Bank 2) (Bank 2)
Timing Sheet Version: 233 RV2 Revision: 71015
BJ Trail Systems, Inc, Sacramento, California
INTERSECTION: Main St. & 42ndSt
Row
o
1
2
T
'"'4
5
6
7
8
9
A
.!!..
c
o
E
.L.
Row
o
1
2
3
4
5
G
7
....!!..
9
I~
6
Clear
I
I
~
I
I
I
I
l-
I
~
6
Clear
LTi:e
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
o
8
Ped Call
9
Hold
A
Advance
I
I
I
I
I
I
.,
I
I
I
I
I
i
I I I
Special Event Schedule
-1-
-- Table 1
7
Time
----0-
o
o
o
o
o
o
o
o
o
o
o
o
'0
o
o
8
Ped Call
9
Hold
A
Advance
+
i
I
I
I
I
I
I
I
I
I I I
Special Event Schedule -- Table 2
I
+
Printed on 3/5/2007 1 :46 PM
.I Forc~ Off 1
--I
B
Force Off
C 0
Vehicle Call Permit ~hases
I
I
I
I
<C+0+E=27>
E~I
pedOmit~
I
I
,I
C . 0 E
Vehicle C~~ Permit Phases ,P~Q_QIJ1~ _
i
I
I
I
I
I
I
<C+Q+E=28>
Timing Sheet Version: 233 RV2 Revision: 71015
F
Outout
Pace B (of B)
Notes:
c=D<E/27+5+F>
Limited Service Interval
Notes:
~<E/28+5+F>
Limited Service Interval
BI Tran Systems, Inc, Sacramento, California
;,
,'.' .
r'"
; .
L.
.
f':
c_
JRH TRANSPORTATION ENGINEERING
www.irhweb.com
-;
EUGENE.
4765 Village Plaza Loop, Suite 201
Eugene, Oregon 97401
541-687-1081