HomeMy WebLinkAboutItem 02 Safety Grants for City and ODOT Streets AGENDA ITEM SUMMARY Meeting Date: 9/26/2016
Meeting Type: Work Session
Staff Contact/Dept.: Brian Barnett DPW Staff Phone No: 726.3681
Estimated Time: 30 min.
S P R I N G F I E L D C I T Y C O U N C I L Council Goals: Maintain and Improve Infrastructure and
Facilities ITEM TITLE: SAFETY GRANTS FOR CITY AND ODOT STREETS
ACTION REQUESTED: Informational Discussion, No Action Required
ISSUE
STATEMENT:
Oregon Department of Transportation (ODOT) has a safety program that analyzes
transportation facilities across Oregon and determines where and how to best invest in safety improvements that will save the most lives, reduce injuries, and minimize
the severity and frequency of crashes. City of Springfield has been awarded grants
for several projects.
ATTACHMENTS: Attachment 1 – CBM Traffic Safety Projects Grant Award
Attachment 2 – Traffic Safety Education & Outreach Efforts 2014-2016 Attachment 3 – Worst Crash Sites in ODOT Region 2
Attachment 4 – Crash History Main Street 2010-2015
DISCUSSION/ FINANCIAL
IMPACT: City of Springfield has been awarded safety grants for seven improvement projects to City of Springfield
streets and ODOT streets. Please see Attachment 1 for a discussion of the projects. The program separates funding into “hot spot” and “systemic” projects.
Traditional safety projects sought high crash locations at specific points, i.e. “hot spots” on the street or road. This method is useful to correct problems with a specific, narrowly defined site. Examples are the
installation of a curve warning sign with a speed feedback indicator to help drivers reduce their speed
enough to negotiate the curve without leaving the roadway or installation of a roundabout or traffic signal to manage vehicle flows through an intersection.
“Systemic” safety programs recognize that some crash types are spread along a street and are not associated with a specific site but rather the character of the corridor. In these cases a system wide
intervention is needed. Examples of a systemic improvements are adding reflectorized back plates to all
signal heads in an urban area or placing center line rumble strips on a rural road when cross-over crashes are prevalent. Of the seven sites funded in the City of Springfield five are “hot spot” and two are
“systemic” although the distinction is not rigidly applied. The largest of the awarded projects is for raised safety median treatments along Main Street. An in depth
public involvement process to analyze potential economic benefits and impacts of safety medians, by location along the street, is required by state law prior to any final decisions on design or construction.
This publicly guided analysis could take one to two years to complete and could be expected to delay final
resolution of the Main Street EmX Locally Preferred Solution that is currently underway with the Main-McVay Transit Study, so that design for the two projects is coordinated and complimentary. This issue is
further discussed in Attachment 1.
M E M O R A N D U M City of Springfield
Date: 9/12/2016
To: Gino Grimaldi, City Manager COUNCIL
From: Anette Spickard, Director DPW
Brian Barnett, PE, PTOE, City Traffic Engineer
BRIEFING
Subject: Traffic Safety Projects Grant Award MEMORANDUM
Introduction
Council directed staff at a series of work sessions starting in 2011 regarding Main Street traffic safety issues to pursue action to improve the safety performance of the street. Staff began
discussions with Oregon Department of Transportation (ODOT) regarding possible programs
and activities to enhance safety. In 2012 ODOT completed the Main Street Safety Study which
focused on mitigating pedestrian collisions. In response to the findings in the study, ODOT funded new crosswalks with median refuge islands and rapid flashing beacons at several locations along Main Street. The City of Springfield will complete installation of these
crossings this year and anticipates installing a pedestrian hybrid beacon, like the Franklin Blvd.
beacon, near 61st Street in 2017 as the final project in this funding cycle. The City is also
actively involved in public education and outreach activities (please see Attachment 2).
ODOT Safety Program
In 2014 ODOT invited local agencies to assist in establishing the goals and procedures for the
All Roads Transportation Safety program (Safety Program). Mr. Barnett represented the city
perspective during the development of the Safety Program. Late in 2014 ODOT adopted the
final Safety Program and began investigating projects.
The Safety Program allocates funds by ODOT region. All streets in all jurisdictions can
participate without preference. Projects are selected based upon the highest safety benefit vs.
project cost ratio. The objective of these projects is to reduce the severity and frequency of all
crashes; however fatal crashes weigh much higher than injury crashes since they create the highest cost to society. Property damage only crashes weigh much less than either fatal or
injury crashes, but are considered in the benefit to cost ratio calculation. The effect of reducing
crash frequency and crash severity returns an economic benefit to society, and more
importantly, saves peoples’ lives and reduces life altering injuries to people.
The Safety Program recently released their list of funded safety projects for this region. Seven
projects on City and State streets in Springfield received a revised allocation of $6,909,882 for
specific safety projects, or 10.9% of the Region 2 funds available. (Note: the original
allocation included projects now “shelved” to retain adequate funds to offset ADA compliance
costs. This removed one Springfield project from the funded list.)
These projects will be adopted into the 2019 – 2021 State Transportation Improvement
Program (STIP) by the Oregon Transportation Commission in the coming months.
Development of these projects to completion will include: public involvement, engineering
planning and design, construction management, and post construction education.
Attachment 1, Page 1 of 4
MEMORANDUM 9/22/2016 Page 2
In addition, the Main Street Safety Median project is subject to the requirements of Senate Bill
408 (SB 408). The legislation requires ODOT to undertake a robust property and business
impacts and mitigations analysis, and to directly involve the business and property owners with
access to and from Main Street in processing information and generating solutions. Quoting
bill text, the process must “include a methodology that balances the economic development objectives of properties abutting state highways with the transportation safety and access
management objectives of state highways, in a manner consistent with local transportation
system plans and the land uses permitted in the local comprehensive plans”.
ODOT has pledged to provide additional funds, independent of the Safety Program, sufficient to pay for the outreach and analysis required by SB 408. ODOT will partner with City of
Springfield staff on this outreach process. This process will thoroughly investigate the safety
aspects and access and circulation interests of Main Street fronting properties from 20th Street
to 72nd Street.
Undertaking the SB 408 process will cause delay of 1 – 2 years in reaching a Locally Preferred
Solution on Main St. EmX. This delay is likely to result in a shift in project prioritization at
LTD. At present, LTD desires to submit a project to the Federal Transit Administration (FTA)
to meet the summer 2017 Small Starts grant funding deadline, which would then allow LTD to
enter into project development and pursue project funding. Main St. EmX is currently a candidate for LTD’s next EmX project, should the Council adopt a Locally Preferred Solution
by May 2017. Delaying a Locally Preferred Solution 1 – 2 years means delaying when Main
St. EmX could move forward.
The Springfield project awards, in order of highest Safety benefit to the community, are:
Location Description Final Countermeasures Project Cost Safety Benefit
Safety Benefit to Project Cost Ratio
Main Street from 20th
Street to 72nd Street (ODOT Jurisdiction) Provide a Raised Safety Median $3,873,220 $31,566,743 8.15
All Signalized
Intersections in ODOT Jurisdiction
Improve Signal Hardware: Lenses,
Reflectorized Back plates, Size, and Number; and, Install Pedestrian Countdown
Timer(s); and, Install Actuated Advance Warning Dilemma Zone Protection System
at High Speed Signals
$845,300 $9,272,941 10.97
Main Street at 54th Street
(ODOT Jurisdiction)
Add a Left Turn Lane on Both 54th Street
Approaches; and, Install No Pedestrian Phase Feature with Flashing Yellow Arrow;
and, Install Lighting at Intersection
$1,690,766 $5,613,343 3.32
Gateway Street at
Gateway Loop (City Jurisdiction)
Improve Signal Hardware: Lenses, Reflectorized Back plates, Size, and
Number; and, Replace Five Section Doghouse Signal Heads with Flashing
Yellow Arrow Signal Heads
$115,094 $4,141,082 35.98
Attachment 1, Page 2 of 4
MEMORANDUM 9/22/2016 Page 3
Pioneer Parkway at Q
Street (ODOT Jurisdiction)
Improve Signal Hardware: Lenses,
Reflectorized Back plates, Size, and Number $36,528 $4,060,087 111.15
Gateway Street at Kruse Way
(City Jurisdiction)
Install Rectangular Rapid Flashing Beacon with Raised Safety Median; and,
Channelized Left Turn Lane with Raised Safety Median on All Approaches
$220,390 $3,083,256 13.99
42nd Street at
International Paper Driveways
(City Jurisdiction)
Improve Signal Hardware: Lenses, Reflectorized Back plates, Size, and
Number
$128,584 $1,590,584 12.37
Total
$6,909,882
$59,328,037
8.59
Main Street Statistics and Funding
The four ODOT projects garner $6.4M of project costs for a safety benefit of $50.5M, of which approximately $6.0M of project cost and $41.8M of safety benefit accrue to Main Street. Main Street is a very high crash street and several sections are in the worst 5% to 10% of similar ODOT roads in ODOT
Region 2. Please see Attachment 3 for ODOT’s listing of the worst 10% of Region 2 roads. A summary is below. ODOT uses a Safety Priority Index System (SPIS) to measure and rank safety performance.
Main Street locations in the 2015 Top 5% & 10% SPIS Report (highest value to lowest value) using data from six years (2010-2015):
Top 5% Mile Post (MP) 4.52 – 4.70 (surrounding 42nd Streets) SPIS – 79.67,
o Ranked #5 SPIS site out of 207 sites in the Top 5% & 10% of the Region
Top 5% MP 4.33 – 4.54 (surrounding 41st St) SPIS – 71.43
Top 5% MP 5.94 – 6.12 (surrounding 54th St) SPIS – 65.06
Top 10% MP 5.81 – 5.95 (surrounding Chapman Ln) SPIS – 54.86
Top 10% MP 3.42 – 3.53 (surrounding 28th St) SPIS – 54.49
Top 10% MP 7.09 – 7.22 (surrounding 65th Pl) SPIS – 51.80
Top 10% MP 6.38 – 6.50 (surrounding 58th St) SPIS – 50.43
Top 10% MP 6.14 – 6.26 (surrounding Bob Straub/Hwy 126) SPIS – 45.54
Main Street (two way section) Corridor Crash Rates:
Calculated Crash Rate: 3.47 per Million Miles Traveled (MMT)
*MP 2.98 – 7.88, 1/1/2010 – 12/31/2015, 615 crashes total, 16,500 AADT for corridor
*105 of 615 (17.1%) crashes occur at driveways
2014 State Highway Average Crash Rates:
Urban Hwy System, Other Principal Arterials = 2.64 MMT
Urban Hwy System, Specifically in Urban Cities, Other Principal Arterial = 2.93 MMT
Attachment 1, Page 3 of 4
MEMORANDUM 9/22/2016 Page 4
Main Street has a crash rate that is 22% higher than the average for Urban City Principal Arterials
Conclusion
One element of safety enhancement is the construction of safety improvements in the street
system. As discussed above, Council provided direction to staff at a series of work sessions
regarding Main Street traffic safety issues to pursue discussions with ODOT regarding possible programs and activities to enhance safety. ODOT investigated Main Street and funded pedestrian
crossings beginning in 2012. The community will derive nearly $60M in benefits from the
current Safety Program from an expenditure of ODOT funds of less than $7M in safety project
investment. The challenge the City faces is obtaining funding to construct these improvements.
ODOT responded to our concerns and funded the pedestrian crossings in 2012 and is funding seven projects in this cycle of the Safety Program.
Attachment 1, Page 4 of 4
Overview of Traffic Safety Education and Outreach Efforts for 2014-2016
Participating in USDOT Mayors’ Challenge for Safer People, Safer Streets:
o The City’s set of objectives for the initiative:
Build on our commitment of improving roadway safety for all users through
education, enforcement and planning.
Help achieve identified Council Goals and the specific action item of the City-
wide bicycle and pedestrian connectivity and way-finding implementation plan.
Learn what other cities are doing to improve safety for pedestrian, bicyclist and
drivers; share what we have accomplished or are planning with other cities.
o Completed a self-assessment and a work plan based on each of the seven challenge
activities.
o The City is a finalist for an award from USDOT for our Education and Enforcement
efforts.
o See 6/6/16 CPM for additional information overall about the Mayors’ Challenge.
Traffic Safety games included in DPW’s Annual Public Works Week Carnival & Equipment Rodeo
for Springfield 3rd Graders and will refine games based on feedback received during the 2016
staff debrief.
Pedestrian game and presentation included in Safety Town for all incoming Springfield
kindergarteners hosted by the Springfield Kiwanis Club that occurs each summer before start of
school.
Produced three educational videos to date:
o Rapid Flashing Beacon Crossings
o Pedestrian Hybrid Beacon Crossings
o Roundabouts
Developed and distribute a Pedestrian Crossings Informational Card to promote and supplement
videos through varies front counters, events, partners agencies, etc.
Updated the City’s Roundabout brochure and distribute to Partners as requested.
Provide Pedestrian Reflectors through varies City and Partner events.
Coordinated with Mayor Lundberg to introduce educational videos through two separate media
opportunities; discussed the need for education about pedestrian crossings and roundabouts
and how pedestrians, drivers and bicyclists can safely use and observe each type.
Provided educational videos to Safe Routes to School as part of Springfield Public Schools 2nd
Grade Safety Education class plus informational cards and reflectors each year that are included
in student take home bags.
Regularly post traffic safety tips and promoted educational videos through social media;
Facebook and Twitter specifically.
Included safety reflectors and informational cards as an ordering option in Point2Point’s
SmartTrips on Main Street phase 2 and 3 campaigns with over 500 ordered in 2015 and over 200
ordered so far in 2016.
Partnered with ODOT for showing of educational videos in Springfield theaters for summer
2016.
Next How to Instructional video in production is on Flashing Yellow (Left-Hand Turn) Arrows.
Will produce an informational card for FYAs.
Developed and update as needed traffic safety talking points for staff use when providing a
media interview.
Attachment 2, Page 1 of 1
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
091 OR-99W 1 37.63 37.85 0.22 12,700 48 0 1 9 16 22 McMinnville Yamhill NE 4TH ST.95 83.95
091 OR-99 1 121.09 121.23 0.14 19,800 45 0 1 6 16 22 Eugene Lane LEG (TO
ROOSEVELT
BLVD.)
95 81.72
091 OR-99W 2 83.26 83.44 0.18 15,411 50 0 0 10 16 24 Corvallis Benton NW TYLER
AVE.
95 81.07
091 OR-99W 1 21.96 22.14 0.18 34,800 57 0 0 2 30 25 Newberg Yamhill LEG (TO N
SPRINGBROOK
RD.)
95 81.04
015 OR-126B 1 4.52 4.70 0.18 15,600 52 0 1 7 13 31 Springfield Lane 42ND ST.95 79.67
072 OR-22 1 7.44 7.62 0.18 49,800 64 0 1 6 20 37 Salem Marion 25TH ST. SE 95 79.44
140 OR-214 1 36.95 37.12 0.17 22,100 44 0 3 3 19 19 Woodburn Marion LAWSON AVE.95 79.27
091 OR-99W 1 36.27 36.44 0.17 20,600 36 0 1 6 13 16 McMinnville Yamhill NE MCDONALD
LN.
95 77.93
162 OR-22 1 1.45 1.65 0.20 43,600 48 0 1 4 22 21 Salem Marion 95 77.76
058 OR-99E 2 1.37 1.54 0.17 16,600 33 1 0 3 14 15 Albany Linn HWY. 016 M.P. -
0.03
95 76.96
150 OR-221 1 20.48 20.71 0.23 41,466 60 0 4 7 16 33 Salem Polk 7TH ST.95 76.42
091 OR-99 1 117.79 118.00 0.21 22,600 28 1 1 4 10 12 Lane LEG (TO CLEAR
LAKE RD.)
95 76.20
030 OR-22 1 12.63 12.81 0.18 10,300 15 0 4 4 6 1 Polk LEG (FROM
030AB
FRONTAGE
RD.)
95 75.55
150 OR-221 1 20.23 20.43 0.20 35,611 44 0 2 3 11 28 Salem Polk TAYBIN RD.
NW
95 75.35
058 OR-99E 1 0.35 0.52 0.17 22,800 27 0 3 1 3 20 Albany Linn LEG (TO
ALBANY AVE.
SE)
95 75.00
072 OR-22 1 8.17 8.35 0.18 49,400 49 1 0 3 21 24 Salem Marion HAWTHORNE
AVE.
95 74.91
092 US-30 1 20.43 20.61 0.18 27,100 26 0 2 3 8 13 Scappoose Columbia SW E.M.
WATTS RD.
95 74.68
072 OR-22 1 5.35 5.53 0.18 17,699 53 0 0 6 18 29 Salem Marion COMMERCIAL
ST.
95 74.30
030 OR-22 1 11.70 11.88 0.18 10,200 13 0 4 2 4 3 Polk LEG (TO
PERRYDALE
RD.)
95 73.42
Page 1 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 1 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
016 US-20 1 6.40 6.64 0.24 8,800 23 0 2 5 9 7 Linn KNOX BUTTE
RD.
95 73.33
016 US-20 1 0.19 0.42 0.23 21,200 40 1 2 2 15 20 Albany Linn COLUMBUS ST.
SE
95 72.62
072 OR-22 1 7.83 8.02 0.19 49,800 34 0 2 2 14 16 Salem Marion LEG (FROM
AIRPORT RD.)
95 72.40
015 OR-126B 1 4.33 4.54 0.21 15,500 17 0 4 3 4 6 Springfield Lane 41ST ST.95 71.43
227 I-105 1 0.12 0.31 0.19 56,500 31 0 2 3 15 11 Eugene Lane 95 71.27
091 OR-99W 1 29.72 29.90 0.18 19,700 11 0 3 2 2 4 Yamhill HWY. 091 M.P.
29.73
95 71.26
058 US-20 1 1.83 1.96 0.13 16,700 28 0 1 6 10 11 Albany Linn HILL ST.95 70.39
069 OR-569 1 7.02 7.22 0.20 50,755 27 0 3 4 9 11 Lane 95 70.11
091 OR-99 1 118.16 118.34 0.18 22,600 27 0 1 7 9 10 Lane LEG (TO
THEONA DR.)
95 69.89
030 OR-22 1 21.94 22.13 0.19 35,900 19 1 2 4 4 8 Polk ROAD 95 69.74
033 US-20 1 54.56 54.74 0.18 16,900 13 1 2 2 4 4 Corvallis Benton SW 35TH ST.95 68.85
069 OR-569 1 4.16 4.33 0.17 25,600 30 0 1 3 11 15 Eugene Lane ROOSEVELT
BLVD.
95 68.74
161 OR-211 1 3.69 3.86 0.17 6,500 12 1 1 3 3 4 Clackamas S MERIDIAN
RD.
95 68.66
081 OR-99E 1 32.78 33.06 0.28 18,200 51 0 2 6 19 24 Woodburn Marion TOMLIN AVE.95 68.58
058 OR-99E 1 0.79 0.97 0.18 22,266 31 0 1 4 10 16 Albany Linn WAVERLY DR.
SE
95 67.78
009 US-101 1 64.48 64.66 0.18 18,400 19 0 2 4 4 9 Tillamook Tillamook ROAD 95 67.45
058 OR-99E 1 1.33 1.52 0.19 17,700 51 0 0 8 8 35 Albany Linn CHICAGO ST.95 67.26
039 OR-18 1 49.84 50.00 0.16 15,111 22 0 1 5 9 7 Yamhill 95 66.97
062 OR-126 1 48.34 48.51 0.17 14,600 11 2 2 2 1 4 Lane ELLMAKER RD.95 66.92
Page 2 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 2 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
009 US-101 1 141.04 141.24 0.20 17,555 16 0 2 3 6 5 Newport Lincoln SW BAY ST.95 66.54
058 US-20 2 1.85 1.96 0.11 16,644 27 0 1 1 11 14 Albany Linn HILL ST.95 66.54
081 OR-99E 1 45.81 45.95 0.14 22,433 25 0 1 5 9 10 Salem Marion WARD DR.95 66.34
016 US-20 1 14.60 14.78 0.18 20,900 15 0 2 3 4 6 Lebanon Linn DIVISION WAY 95 65.87
092 US-30 1 96.92 97.10 0.18 12,933 16 0 2 1 5 8 Astoria Clatsop 34TH ST.95 65.84
072 OR-22 2 5.38 5.48 0.10 20,200 33 0 0 3 18 12 Salem Marion LIBERTY ST.95 65.68
058 OR-99E 1 5.40 5.58 0.18 16,500 10 2 1 2 2 3 Albany Linn SW BELMONT
AVE.
95 65.57
001 I-5 1 235.93 236.11 0.18 58,700 14 1 2 3 5 3 Linn 95 65.36
091 OR-99W 1 59.94 60.12 0.18 12,700 10 0 2 4 3 1 Polk CLOW CORNER
RD.
95 65.11
015 OR-126B 1 5.94 6.12 0.18 13,900 16 1 1 2 3 9 Springfield Lane N 54TH ST.95 65.06
091 OR-99W 1 63.33 63.50 0.17 12,366 35 0 1 4 14 16 Monmouth Polk E JACKSON ST.95 64.90
228 OR-528 1 0.56 0.73 0.17 17,855 27 1 0 2 8 16 Springfield Lane LEG (TO
CENTENNIAL
BLVD.)
95 64.82
092 US-30 1 19.71 19.86 0.15 23,200 28 0 1 1 11 15 Scappoose Columbia HAVLIK DR.95 64.31
150 OR-221 1 20.66 20.76 0.10 41,700 19 0 2 1 5 11 Salem Polk BASSETT ST.95 64.28
062 OR-126 1 35.41 35.59 0.18 4,600 8 0 2 3 2 1 Lane 95 64.21
227 OR-126 1 8.96 9.14 0.18 30,700 16 1 1 4 2 8 Springfield Lane 52ND ST.95 64.14
140 OR-219 1 32.93 33.13 0.20 1,999 6 0 2 1 1 2 Marion NE FRENCH
PRAIRIE RD.
95 64.02
009 US-101 1 112.26 112.44 0.18 18,800 13 0 2 1 5 5 Lincoln City Lincoln DEVILS LAKE
GOLF CLUB
RD.
95 64.00
031 US-20 1 2.97 3.09 0.12 12,600 10 0 2 4 3 1 Benton NE
PILKINGTON
AVE.
95 63.67
Page 3 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 3 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
091 OR-99W 1 35.61 35.75 0.14 19,466 13 0 2 0 6 5 McMinnville Yamhill NE 27TH ST.95 63.63
091 OR-99 2 122.32 122.49 0.17 22,800 42 0 0 5 16 21 Eugene Lane GRANT ST.95 63.29
009 US-101 1 113.15 113.27 0.12 22,900 16 0 2 1 5 8 Lincoln City Lincoln NE 34TH ST.95 63.16
210 OR-34 1 1.12 1.28 0.16 30,377 28 0 1 6 8 13 Linn WOLCOTT ST.95 62.90
031 US-20 1 5.54 5.72 0.18 14,600 19 0 1 5 7 6 Benton NE GRANGER
AVE.
95 62.88
030 OR-22 1 19.94 20.12 0.18 27,900 9 1 2 1 2 3 Polk OAK GROVE
RD.
95 62.86
091 OR-99W 1 81.67 81.85 0.18 19,300 22 0 1 2 10 9 Corvallis Benton CIRCLE BLVD.
(CIRCLE AVE.)
95 62.64
092 US-30 1 28.51 28.65 0.14 16,600 21 0 1 5 7 8 St. Helens Columbia COLUMBIA
BLVD.
95 62.63
062 OR-126 1 35.61 35.78 0.17 4,600 3 2 1 0 0 0 Lane 95 62.53
069 OR-126 1 2.75 2.92 0.17 18,400 18 0 1 3 10 4 Eugene Lane WILLOW
CREEK RD.
95 61.34
033 US-20 1 55.36 55.54 0.18 17,344 23 0 1 2 10 10 Corvallis Benton SW 15TH ST.95 61.21
001 I-5 1 261.91 262.10 0.19 89,200 8 0 3 1 2 2 Marion 95 61.20
058 OR-99E 1 3.93 4.04 0.11 18,033 12 0 2 3 2 5 Albany Linn PACIFIC PL.95 61.12
009 US-101 1 140.23 140.44 0.21 22,877 35 0 2 3 15 15 Newport Lincoln NW 3RD ST.95 60.82
092 US-30 1 97.85 97.99 0.14 16,600 12 0 2 1 5 4 Astoria Clatsop 18TH ST.95 60.40
091 OR-99 1 122.15 122.34 0.19 21,900 34 0 0 6 11 17 Eugene Lane 7TH PL.95 60.25
227 I-105 1 3.42 3.64 0.22 65,100 17 0 2 4 3 8 Eugene Lane 001LO CONN.
M.P. 4C194.21
95 60.00
140 OR-214 1 50.54 50.71 0.17 4,600 16 0 1 1 5 9 Silverton Marion PARK ST.95 59.85
102 OR-47 1 71.40 71.56 0.16 2,800 20 0 0 7 6 7 Washington NW PEBBLE
CREEK RD.
95 59.82
Page 4 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 4 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
091 OR-99 1 123.03 123.16 0.13 26,400 28 0 1 2 7 18 Eugene Lane BLAIR BLVD.95 59.59
030 OR-22 2 26.09 26.18 0.09 43,200 51 0 0 5 10 36 Salem Marion 95 59.48
001 I-5 1 238.92 239.09 0.17 57,300 23 0 1 3 10 9 Linn 95 59.43
091 OR-99W 1 25.72 25.93 0.21 27,500 37 0 0 1 16 20 Dundee Yamhill SW 4TH ST.95 58.61
210 OR-34 1 10.68 10.86 0.18 14,600 14 1 0 7 5 1 Linn SEVEN MILE
LN.
95 58.21
016 US-20 1 0.14 0.25 0.11 17,100 11 0 2 2 4 3 Albany Linn BURKHART ST.
SE
95 58.19
091 OR-99W 1 27.36 27.57 0.21 22,400 13 1 1 2 2 7 Yamhill LEG (TO HWY
091 (1W)
DECREASING
RDWY)
95 57.67
091 OR-99W 1 38.20 38.38 0.18 19,155 17 0 1 0 11 5 McMinnville Yamhill FELLOWS ST.95 57.51
081 OR-99E 1 41.18 41.34 0.16 9,366 19 0 1 2 6 10 Marion RIVERTON ST.95 57.49
009 US-101 1 139.23 139.41 0.18 24,700 22 0 1 1 10 10 Newport Lincoln NW 20TH ST.95 57.32
140 OR-219 1 36.77 36.95 0.18 22,100 40 0 0 3 20 17 Woodburn Marion LEG (TO 140AD
CONN.)
95 57.31
225 OR-225 1 2.10 2.24 0.14 12,900 11 0 2 1 1 7 Lane E 30TH AVE.90 57.14
154 OR-154 1 1.10 1.25 0.15 6,000 7 0 2 0 2 3 Yamhill STRINGTOWN
RD.
90 57.03
091 OR-99W 1 35.97 36.15 0.18 20,600 24 0 1 2 7 14 McMinnville Yamhill MCDANIEL LN.90 56.62
069 OR-569 1 12.91 13.00 0.09 34,000 22 0 1 2 8 11 Springfield Lane LEG (TO
GATEWAY ST.)
90 56.37
081 OR-99E 1 44.37 44.54 0.17 14,700 18 0 1 1 8 8 Marion LEG (TO
CHEMAWA
RD.)
90 56.34
072 OR-99EB 1 4.80 4.92 0.12 24,300 18 0 1 2 8 7 Salem Marion FRONT ST. NE 90 56.21
058 OR-99E 1 2.55 2.74 0.19 34,100 22 0 1 3 7 11 Albany Linn 11TH ST. SW 90 56.00
150 OR-221 1 20.13 20.26 0.13 31,300 31 0 0 4 13 14 Salem Polk ORCHARD
HEIGHTS RD.
NW
90 55.68
Page 5 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 5 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
091 OR-99W 1 22.11 22.26 0.15 30,700 21 1 0 2 8 10 Newberg Yamhill N DEBORAH
ST.
90 55.62
009 US-101 1 7.96 8.09 0.13 13,600 16 1 0 4 5 6 Warrenton Clatsop SE ENSIGN LN.90 55.55
091 OR-99W 1 36.61 36.82 0.21 20,322 29 0 0 5 11 13 McMinnville Yamhill LEG (TO
BAKER CREEK
RD.)
90 55.24
058 US-20 1 1.65 1.82 0.17 17,500 33 0 0 6 13 14 Albany Linn OAK ST. SE 90 55.06
058 US-20 1 1.77 1.90 0.13 16,966 30 0 0 3 12 15 Albany Linn MAIN ST.90 55.00
081 OR-99E 1 29.18 29.34 0.16 14,000 18 1 0 0 9 8 Hubbard Marion D ST.90 54.91
015 OR-126B 1 5.81 5.95 0.14 13,900 8 0 2 0 3 3 Springfield Lane CHAPMAN LN.90 54.86
091 OR-99 1 123.22 123.32 0.10 26,400 43 0 0 2 11 30 Eugene Lane MADISON ST.90 54.65
015 OR-126B 1 3.42 3.53 0.11 19,800 31 0 0 6 10 15 Springfield Lane S 28TH ST.90 54.49
015 OR-126B 2 1.55 1.66 0.11 8,966 24 0 0 3 10 11 Springfield Lane HWY. 228
(PIONEER
PARKWAY W)
M.P. 1.37
90 54.43
027 OR-34 1 55.78 55.90 0.12 1,500 3 1 1 1 0 0 Benton 90 54.40
151 OR-240 1 6.03 6.16 0.13 6,655 6 1 1 1 1 2 Yamhill KINNEY RD.90 53.93
091 OR-99 1 115.77 115.91 0.14 14,477 6 1 1 1 3 0 Lane LEG (TO
AWBREY LN.)
90 53.66
227 I-105 1 0.00 0.12 0.12 56,500 28 0 0 7 14 7 Eugene Lane HWY. 227 M.P.
0.00
90 53.47
033 US-20 1 16.77 16.92 0.15 5,800 6 0 2 1 0 3 Lincoln THORNTON
CREEK RD.
90 53.19
001 I-5 1 234.91 235.09 0.18 60,700 20 1 0 2 8 9 Linn 90 53.17
072 OR-22 1 6.68 6.87 0.19 37,800 37 0 0 6 14 17 Salem Marion 17TH ST. SE 90 52.85
091 OR-99 1 122.38 122.49 0.11 25,000 31 0 0 3 11 17 Eugene Lane GRANT ST.90 52.63
092 US-30 1 20.27 20.45 0.18 23,200 22 0 1 1 7 13 Scappoose Columbia HIGH SCHOOL
RD.
90 52.48
Page 6 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 6 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
072 OR-99EB 1 3.07 3.22 0.15 23,333 28 0 0 7 7 14 Salem Marion LEG (TO
BRDWY ST. NE)
90 52.08
091 OR-99W 1 84.41 84.59 0.18 23,400 20 0 1 3 5 11 Corvallis Benton CRYSTAL
LAKE DR.
90 52.02
091 OR-99 1 116.95 117.12 0.17 19,500 15 0 1 4 4 6 Lane LEG (TO
AIRPORT RD.)
90 52.01
001 I-5 1 231.89 232.06 0.17 49,900 7 0 2 4 0 1 Linn 90 51.98
072 OR-99EB 1 4.63 4.80 0.17 30,877 17 1 0 3 9 4 Salem Marion FRONT ST. NE 90 51.96
009 US-101 1 113.34 113.44 0.10 23,400 7 1 1 1 2 2 Lincoln City Lincoln NE HOLMES
RD.
90 51.93
001 I-5 1 243.94 244.09 0.15 57,000 20 0 1 3 6 10 Marion 90 51.84
091 OR-99W 1 59.03 59.17 0.14 9,300 10 0 1 4 5 0 Polk ORRS CORNER
RD.
90 51.84
015 OR-126 1 7.09 7.22 0.13 24,700 7 0 2 2 1 2 Springfield Lane 65TH PL.90 51.80
001 I-5 1 280.93 281.09 0.16 87,200 9 1 1 0 3 4 Clackamas 90 51.55
228 OR-528 2 0.98 1.10 0.12 6,000 6 0 2 0 0 4 Springfield Lane F ST.90 51.50
140 OR-214 1 37.04 37.19 0.15 18,300 25 0 0 3 12 10 Woodburn Marion OREGON WY.90 51.36
009 US-101 1 21.04 21.15 0.11 17,200 18 1 0 2 4 11 Seaside Clatsop BROADWAY 90 51.31
091 OR-99W 1 63.47 63.59 0.12 11,900 20 0 0 3 11 6 Monmouth Polk E CLAY ST.90 51.23
091 OR-99 1 120.52 120.69 0.17 19,166 24 0 0 4 12 8 Eugene Lane RICHARD AVE.90 51.14
140 OR-219 1 21.11 21.28 0.17 10,666 14 0 1 5 1 7 Newberg Yamhill 2ND ST.90 51.09
009 US-101 1 140.64 140.75 0.11 17,688 17 0 1 2 5 9 Newport Lincoln SW HURBERT
ST.
90 51.04
009 US-101 1 20.37 20.52 0.15 17,333 14 0 1 3 5 5 Seaside Clatsop 12TH AVE.90 50.97
150 OR-221 1 6.12 6.25 0.13 2,500 3 0 2 0 1 0 Yamhill SE UNIONVALE
RD.
90 50.81
Page 7 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 7 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
227 OR-126 1 4.90 5.01 0.11 54,100 11 0 2 1 0 8 Springfield Lane HWY. 228 M.P.
(2)0.13
90 50.77
018 OR-58 1 59.91 60.09 0.18 2,300 9 0 1 2 0 6 Lane 90 50.75
091 OR-99 1 123.27 123.36 0.09 26,400 37 0 0 0 11 26 Eugene Lane JEFFERSON ST.90 50.70
091 OR-99W 1 22.69 22.79 0.10 30,600 17 0 1 2 6 8 Newberg Yamhill SITKA RD.90 50.67
039 OR-18 1 36.91 37.02 0.11 13,400 12 0 1 3 5 3 Yamhill 90 50.47
058 OR-99E 1 2.92 3.09 0.17 21,766 33 0 0 1 12 20 Albany Linn LEG (FROM W
QUEEN AVE.)
90 50.47
081 OR-99E 1 38.93 39.06 0.13 9,600 5 0 2 1 1 1 Marion LEG (FROM
WACONDA RD.
NE)
90 50.44
015 OR-126 1 6.38 6.50 0.12 24,700 32 0 0 6 11 15 Springfield Lane S 58TH ST.90 50.43
091 OR-99W 1 41.92 42.04 0.12 6,900 5 0 2 0 1 2 Yamhill 90 50.37
227 OR-126 1 4.96 5.08 0.12 54,100 9 0 2 2 1 4 Springfield Lane 90 50.37
016 US-20 1 0.38 0.47 0.09 21,200 18 0 1 1 5 11 Albany Linn ERMINE ST. SE 90 50.07
015 OR-126B 1 1.48 1.59 0.11 10,344 19 0 0 1 12 6 Springfield Lane S MILL ST.90 49.93
031 US-20 1 6.37 6.50 0.13 14,900 12 0 1 2 6 3 Benton NW
INDEPENDENC
E HWY.
90 49.91
150 OR-221 1 20.04 20.23 0.19 31,300 26 0 0 3 13 10 Salem Polk ORCHARD
HEIGHTS RD.
NW
90 49.81
091 OR-99W 1 22.81 22.90 0.09 31,100 28 0 0 0 14 14 Newberg Yamhill 90 49.75
039 OR-18 1 48.50 48.68 0.18 19,500 22 0 0 7 7 8 McMinnville Yamhill LOOP RD.90 49.72
016 US-20 1 14.08 14.21 0.13 21,477 24 0 0 5 9 10 Lebanon Linn AIRPORT RD.90 49.66
030 OR-22 1 24.84 24.93 0.09 43,400 6 1 1 2 1 1 Salem Polk 90 49.62
016 US-20 1 0.88 1.03 0.15 23,600 18 0 1 4 2 11 Albany Linn ELSIE ST.90 49.53
Page 8 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 8 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
001 I-5 1 241.91 242.08 0.17 57,100 16 0 1 1 8 6 Marion 90 49.52
091 OR-99W 1 25.93 26.05 0.12 24,600 16 0 1 1 7 7 Dundee Yamhill SW 7TH ST.90 49.36
015 OR-126B 1 2.37 2.47 0.10 8,966 9 1 0 2 6 0 Springfield Lane 14TH ST.90 49.35
032 OR-22 1 10.50 10.59 0.09 1,400 6 0 1 2 0 3 Tillamook 90 49.34
091 OR-99 1 111.20 111.37 0.17 14,933 14 1 0 1 5 7 Junction City Lane 90 49.21
191 OR-223 1 2.63 2.73 0.10 15,400 5 0 2 0 2 1 Dallas Polk W ELLENDALE
AVE.
90 48.89
001 I-5 1 242.91 243.07 0.16 57,200 29 0 0 3 12 14 Marion 90 48.85
039 OR-18 1 21.18 21.27 0.09 10,800 12 0 1 4 2 5 Polk GRAND RONDE
RD.
90 48.70
092 US-30 2 98.34 98.44 0.10 10,188 13 0 1 2 3 7 Astoria Clatsop 9TH ST.90 48.60
072 OR-22 2 5.46 5.56 0.10 20,200 23 0 0 3 11 9 Salem Marion LIBERTY ST.90 48.59
015 OR-126B 1 1.54 1.66 0.12 11,633 20 0 0 2 11 7 Springfield Lane ROAD 90 48.58
031 US-20 1 2.90 3.02 0.12 12,600 11 0 1 2 5 3 Benton NE CONIFER
BLVD.
90 48.54
140 OR-219 1 10.79 10.95 0.16 3,100 9 0 1 1 1 6 Washington MOUNTAIN
HOME RD.
90 48.33
081 1 46.39 46.49 0.10 25,600 29 0 0 3 9 17 Salem Marion HYACINTH ST.90 48.32
191 OR-223 1 6.08 6.25 0.17 3,900 3 1 1 0 1 0 Polk 90 48.30
161 OR-211 1 7.50 7.68 0.18 5,388 9 1 0 1 4 3 Clackamas LEG (TO S
KROPF RD.)
90 48.22
009 US-101 1 116.44 116.52 0.08 21,200 5 0 2 0 2 1 Lincoln City Lincoln SE 28TH ST.90 48.10
016 US-20 1 0.41 0.55 0.14 23,066 28 0 0 3 10 15 Albany Linn FULTON ST. SE 90 48.06
102 US-101B 1 0.18 0.31 0.13 12,500 6 0 2 0 1 3 Astoria Clatsop HWY. 102(W
MARINE DR.)
M.P. 0.18
90 48.00
Page 9 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 9 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
009 US-101 1 2.41 2.59 0.18 7,500 4 0 2 1 0 1 Clatsop 90 47.96
091 OR-99W 2 83.40 83.50 0.10 17,222 22 0 0 5 8 9 Corvallis Benton NW JACKSON
AVE.
90 47.60
016 US-20 1 62.92 63.09 0.17 910 4 0 1 1 1 1 Linn DEER CREEK
RD.
90 47.57
140 OR-214 1 39.16 39.26 0.10 13,500 19 0 0 6 7 6 Woodburn Marion 90 47.53
058 US-20 2 1.79 1.89 0.10 16,900 26 0 0 1 10 15 Albany Linn MAIN ST. SE 90 47.22
162 OR-22 1 14.21 14.33 0.12 6,533 8 0 1 5 0 2 Marion FERN RIDGE
RD.
90 47.21
058 US-20 2 1.67 1.75 0.08 17,100 13 0 1 2 4 6 Albany Linn OAK ST. SE 90 47.15
009 US-101 1 187.13 187.32 0.19 9,100 4 0 2 0 0 2 Lane SINGING
WOODS DR.
90 47.12
091 OR-99W 1 22.64 22.75 0.11 30,600 15 0 1 1 7 6 Newberg Yamhill HULET LN.90 47.03
009 US-101 1 140.56 140.68 0.12 17,977 13 0 1 1 5 6 Newport Lincoln SW LEE ST.90 46.93
027 OR-34 1 38.08 38.20 0.12 880 4 0 1 0 1 2 Benton HAYDEN RD.90 46.88
031 US-20 2 10.56 10.66 0.10 13,333 24 0 0 5 5 14 Albany Linn 1ST AVE.90 46.80
091 OR-99W 1 44.67 44.75 0.08 7,666 11 0 1 1 3 6 Amity Yamhill SHERMAN ST.90 46.78
091 OR-99 1 121.33 121.49 0.16 19,600 4 0 2 1 1 0 Eugene Lane 90 46.74
032 OR-22 1 10.44 10.57 0.13 1,400 5 0 1 0 2 2 Tillamook 90 46.69
189 OR-223 1 0.20 0.29 0.09 14,400 13 0 1 1 4 7 Dallas Polk SE UGLOW ST.90 46.54
091 OR-99W 1 83.34 83.42 0.08 11,655 22 0 0 6 4 12 Corvallis Benton 90 46.34
039 OR-18 1 31.57 31.76 0.19 7,300 9 0 1 2 3 3 Yamhill RED PRAIRIE
RD.
90 46.31
091 OR-99W 1 22.38 22.50 0.12 30,700 29 0 0 1 12 16 Newberg Yamhill N ELLIOT RD.90 46.19
Page 10 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 10 of 11
Rd Rte Rdwy BMP EMP Length ADT Crash Fatal A B C PDO City County Connection Percent SPIS
091 OR-99W 1 63.26 63.36 0.10 10,899 11 0 1 1 4 5 Monmouth Polk E POWELL ST.90 46.18
069 OR-126 1 1.24 1.35 0.11 15,000 20 0 0 1 11 8 Lane LEG (FROM
GREENHILL
RD.)
90 46.08
091 US-20 1 83.83 83.94 0.11 12,922 15 0 1 2 1 11 Corvallis Benton SW
WASHINGTON
AVE.
90 46.02
210 OR-34 1 12.74 12.84 0.10 14,600 4 0 2 0 1 1 Linn GOLTRA RD.90 45.87
091 OR-99W 1 38.90 39.04 0.14 17,200 15 0 1 1 3 10 McMinnville Yamhill OLD SHERIDAN
RD.
90 45.86
016 US-20 1 34.52 34.69 0.17 2,300 2 1 1 0 0 0 Linn 90 45.83
009 US-101 1 4.32 4.40 0.08 20,600 30 0 0 3 6 21 Astoria Clatsop 90 45.78
033 US-20 1 53.37 53.46 0.09 13,300 9 0 1 1 6 1 Corvallis Benton 90 45.76
031 US-20 1 4.86 4.98 0.12 12,600 10 0 1 3 3 3 Benton 90 45.67
072 OR-99EB 1 4.84 4.94 0.10 24,300 13 0 1 1 5 6 Salem Marion UNION ST. NE 90 45.60
015 OR-126B 1 6.14 6.26 0.12 17,499 20 0 0 4 8 8 Springfield Lane HWY. 227 M.P.
(2)9.98
90 45.54
091 OR-99W 1 22.84 22.92 0.08 32,100 26 0 0 0 12 14 Newberg Yamhill 90 45.41
029 OR-47 1 42.36 42.45 0.09 4,200 8 0 1 0 3 4 Yamhill HWY. 029 M.P.
(2)42.41
90 45.40
016 US-20 1 28.56 28.67 0.11 8,577 9 0 1 2 3 3 Sweet Home Linn CLARK MILL
RD.
90 45.32
009 US-101 1 6.48 6.58 0.10 13,500 20 0 0 1 10 9 Warrenton Clatsop 90 45.29
092 US-30 2 98.36 98.45 0.09 9,944 11 0 1 1 3 6 Astoria Clatsop COMMERCIAL
ST. (2ND LT.)
90 45.11
009 US-101 1 114.13 114.21 0.08 19,600 21 0 0 1 11 9 Lincoln City Lincoln 17TH ST.90 45.10
Page 11 of 115/10/2016 SPIS Report 2015(2012-2014 Data )
**Crash data shown in the SPIS group report results from the summation of crash data between the begin and end mile points of the Group.
**ADT, SPIS Score, and Percent data shown in the SPIS group report are the highest values from all sites within the Group.
2015 - On-State, Top 10% Groups - By Score
Oregon Department of Transportation Region
2
Attachment 3, Page 11 of 11
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM111774292521015 02505344051182000003200140 018130000050100150200250TooFastforCond.FailedtoYieldROWPassedStopSignDisregardedTraf.SignalDroveonWrongSideImproperOvertakingFollowedTooCloselyImproperTurnAlcohol/DrugsOtherDriverErrorMechanicalDefectOther(notdrivererror)ImproperLaneChangeDisregardedotherTCDWrongwayon1wayDriverSleepyNonmtrstillegallyinroadPhysicalIllnessNonmtrstclothesnonvisibleImproperParkingDefectiveSteeringDefectiveBrakesLoadShiftedTireFailurePhantomVehicleInattentionNonMtrstInattentionFaildavoidvehicleaheadSpeedingSpeedRacingCarelessDrivingRecklessDrivingAggressiveDrivingRoadRageViewObscuredImproperusemedian/shldrNumberofCrashesCrashHistorybyCrashCauseHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 1 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM82810521717 1240050100150200250300Fatal INJAINJBINJCNO<5 PRI PDONumberofCrashesCrashHistorybyInjurySeverityHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 2 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM20 52942242150 0 24 22 5 5050100150200250300350NumberofCrashesCrashHistorybyCrashTypeHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 3 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM04758161341050100150200250300350400450500Unknown Daylight DarkWithStreetLights DarkNoStreetLights Dawn DuskNumberofCrashesCrashHistorybyLightHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 4 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM64218296173000050100150200250300350400450Unknown Clear Cloudy Rain Sleet Fog Snow Dust Smoke AshNumberofCrashesCrashHistorybyWeatherHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 5 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM2801052291100000050100150200250300Intersection DrivewayAccessStraight TransitioninNo.LanesHoriz.Curve OpenAccess Vert.Curve Bridge Tunnel UnknownNumberofCrashesCrashHistorybyCrashCharacteristicHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 6 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM37106105999110672020406080100120SundayMondayTuesday Wednesday ThursdayFridaySaturdayNumberofCrashesCrashHistorybyDayofWeekHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 7 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM311222723271022434243 43727869472419 19980010203040506070809012:00AM1:00AM2:00AM3:00AM4:00AM5:00AM6:00AM7:00AM8:00AM9:00AM10:00AM11:00AM12:00PM1:00PM2:00PM3:00PM4:00PM5:00PM6:00PM7:00PM8:00PM9:00PM10:00PM11:00PMUnknownNumberofCrashesCrashHistorybyTimeofDayHwy015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 8 of 9
OregonDepartmentofTransportationCrashDeCoderv5.09/20/201610:12AM3347584653576052 52505751010203040506070JanFebMarAprMayJunJulAugSepOctNovDecNumberofCrashesCrashHistorybyMonth015McKenzie|Milepoint02.98to07.88|01/01/2010to12/31/2015Mainline,Connections|BothAddandNonAddMileageAlignmentsMileageType(s):RegularAttachment 4, Page 9 of 9