HomeMy WebLinkAboutItem 01 Main Street Speed Study AGENDA ITEM SUMMARY Meeting Date: 5/9/2016
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: MAIN STREET SPEED STUDY
ACTION
REQUESTED:
Informational Discussion, No Action Required
ISSUE
STATEMENT:
Oregon Department of Transportation (ODOT) conducted two speed zone
investigations: Main Street from 20th Street to South 71st Street, and Highway 126
from Main Street northward approximately 1,000 feet. Staff suggested ODOT
consider a 5 MPH reduction of the speed limit on Main Street and a 10 MPH
reduction on Highway 126 in accord with Council input. Based upon their
investigation ODOT recommends retaining the existing posted speed limits.
ATTACHMENTS: Attachment 1 – Main Street Speed Study
Attachment 2 – Highway 126 Speed Study
DISCUSSION/ ODOT’s cover letter states that lowering the posted speed limit will not change
FINANCIAL current driver speeds because drivers will continue to drive speeds they feel fit the
IMPACT: characteristics of the street. Absent vigorous and ongoing enforcement, drivers will
not comply with a speed they determine as arbitrarily low.
In the Main Street segment studied 83% of crashes were rear-end or turning type which is typical of a
suburban street. Most crashes listed the cause as following too close or for failure to yield right of way,
neither of which is affected by reducing speed limits. The primary contributing factors to the pedestrian
crashes include pedestrians not visible due to dark clothing where street lighting is limited, impaired
pedestrians, and distracted drivers failing to yield to a traffic control device or failing to yield to a
pedestrian crossing at a lawful location.
Speed is best managed by the design features of the street observable by drivers including horizontal and
vertical curvature, number of lanes, lane width, perception of distant and lateral vistas and tunnel effects
from features such as buildings, trees, etc., raised medians, intersection frequency and type, and type and
culture of the street side activity and development. Several efforts are underway that will favorably affect
street safety for pedestrians, cyclists, and vehicle occupants. The Main Street Corridor Vision Plan places
great emphasis on using street design to create a “complete street” that fosters safety for each type of user.
The City applied for traffic safety projects through the All Roads Transportation Safety (ARTS) program
including adding street lights and adding a raised median. The Main McVay Transit Study is evaluating
transit improvements which may include a raised median and roundabouts in lieu of several signalized
intersections. ODOT and City completed a pedestrian safety study resulting in four pedestrian medians
with rapid flashing beacons (RFB) that are in place at 35th Street, 41st Street, 44th Street, 51st Street, two
more are expected at Chapman Ln., and 48th Street this summer. Also along Main Street a pedestrian
hybrid beacon is proposed near 66th Street. ODOT installed reflectorized back plates on signal heads and
added pedestrian crossing count down heads to all signals.
If an agency doesn’t concur with ODOT’s recommendations an appeal may be filed with the Speed Zone
Review Panel. The panel is composed of the chair of the Transportation Safety Committee, traffic
engineers appointed by League of Oregon Cities, Association of Oregon Counties, an ODOT engineer, and
a State Police representative. The panel will conduct a hearing and consider public testimony and
information provided by the agency and ODOT and will make a binding determination of the speed limit.
The panel on occasion will alter the speed recommended by ODOT but generally adheres to their
recommendation.
Oregon Department of Transportation
Speed Zone Request
To request a Speed Zone Investigation by ODOT personnel, City or County Engineering
Department staff should complete this form and email it - with a map of the roadway - to:
ODOTSpeedZoning@odot.state.or.us
1. AGENCY NAME 2. DATE
City of Springfield 5/7/15
3. CONTACT NAME AND TITLE 4. TELEPHONE NUMBER Brian Barnett, PE, PTOE, City Traffic Engineer 541.726.3681
5. E-MAIL ADDRESS 6. FAX NUMBER bbarnett@springfield-or.gov
7. ADDRESS (POSTAL)
201 South 18th Street, Springfield OR 97477
8. NAME OF ROADWAY
Main Street
9. FROM 10. TO
200 ft. east of 19th Street 250 ft. east of 54th Street
11. REQUESTED SPEED - MPH 12. EXISTING POSTED SPEED - MPH 13. EXISTING SPEEDS OF ROADWAY ABUTTING THIS SECTION 35 40 14a. ENTERING - MPH: 35/20 14b. EXITING - MPH: 45
existing, 40
proposed
15. AVERAGE DAILY TRAFFIC VOLUME 16. ROADWAY CLASSIFICATION: LOCAL COLLECTOR ARTERIAL 13600-19400
17. Speed recommendation from City or County Engineering Department (required per ORS 810.180): 35 MPH
18. Reasons for this recommendation:
Main Street is experiencing a marked increase in pedestrian and cyclist volume and conflicts
with vehicles are also increasing resulting in numerous fatal and injury severity class A
crashes. Much of the corridor is included in the SPIS inventory of high crash locations.
19. Are curves in this section of roadway signed appropriately? YES NO
20. Is the recommended speed consistent with the speeds of similar roadways in the surrounding area? YES NO
21. Speed Recommendation from enforcement: 35 MPH
22. Reasons for this recommendation:
Numerous fatalities on Main Street over the last decade. Area is heavily congested with vehicle &
pedestrian traffic.
23. Are there special plans to enforce the proposed speed zoning? (explain):
Springfield Police is adding overtime patrols to the area, plus the agency’s Traffic Team will
concentrate their resources to enforcing speed violations.
24. Speed Recommendation from local residents: 25-40 MPH
25. Reasons for this recommendation:
Public response to the recent triple fatality of pedestrians varied in the range of 25 to 40 MPH
with the preponderance of recommendations near 35 MPH.
26. If more than one jurisdiction is involved, describe below (or furnish a map showing) where the city limits lines
cross the roadway and where maintenance jurisdictional boundaries change. If there is more than one
jurisdiction involved, this information must be furnished before the speed zone investigation can be done.
N/A
If you have questions on speed zones, contact the ODOT Traffic-Roadway Section in Salem at 986-3609, FAX 986-3749, or your local ODOT Region
Traffic Office (see reverse for addresses).
Attachment 1, Page 1 of 51
When should speed zone investigations be requested? When traffic patterns have changed,
development has occurred, crashes have increased, or requests have been received from a number of area
residents or businesses.
Oregon law gives the State Department of Transportation the authority to establish speed zones on all
roadways in Oregon. It also states that an engineering investigation will be done to determine what the
appropriate speed should be (ORS 810.180).
The local roadway authority (the city or county) should perform a field review to determine the most
reasonable beginning and ending points for the proposed speed zoning. Then the local roadway
authority needs to complete this form and submit it to ODOT to request an investigation. If more than
one jurisdiction is involved in the request, ODOT needs documentation from each that they both concur. This
form facilitates the request by providing ODOT with the pertinent local information needed to complete the
investigation.
Further speed zoning information may be obtained from your local ODOT Region Traffic Office at the address
below:
Region 1
123 NW Flanders
Portland, OR 97209-4012
Tele: (503) 731-8200
FAX: (503) 731-8259
Region 2
Region 2 Tech Center
455 Airport Rd SE, Bldg A
Salem, OR 97301-4989
Tele: (503) 986-2990
FAX: (503) 986-2839
Region 3
3500 NW Stewart Parkway
Roseburg, OR 97470-1687
Tele: (541) 774-6335
FAX: (541) 957-3547
Region 4
63055 N. Hwy 97
PO Box 5309
Bend, OR 97708-5309
Tele: (541) 388-6189
FAX: (541) 388-6231
Region 5
3012 Island Avenue
La Grande, OR 97850-9497
Tele: (541) 963-3177
FAX (541) 963-9079
Attachment 1, Page 2 of 51
Oregon Department of Transportation
Speed Zone Request
To request a Speed Zone Investigation by ODOT personnel, City or County Engineering
Department staff should complete this form and email it - with a map of the roadway - to:
ODOTSpeedZoning@odot.state.or.us
1. AGENCY NAME 2. DATE
City of Springfield 5/7/15
3. CONTACT NAME AND TITLE 4. TELEPHONE NUMBER Brian Barnett, PE, PTOE, City Traffic Engineer 541.726.3681
5. E-MAIL ADDRESS 6. FAX NUMBER bbarnett@springfield-or.gov
7. ADDRESS (POSTAL)
201 South 18th Street, Springfield OR 97477
8. NAME OF ROADWAY
Main Street
9. FROM 10. TO
250 ft. east of 54th Street 175 ft. east of South 71st Street
11. REQUESTED SPEED - MPH 12. EXISTING POSTED SPEED - MPH 13. EXISTING SPEEDS OF ROADWAY ABUTTING THIS SECTION 40 45 14a. ENTERING - MPH: 40
existing/ 35 proposed
14b. EXITING - MPH: 45
15. AVERAGE DAILY TRAFFIC VOLUME 16. ROADWAY CLASSIFICATION: LOCAL COLLECTOR ARTERIAL 11,800-24,200
17. Speed recommendation from City or County Engineering Department (required per ORS 810.180): 40 MPH
18. Reasons for this recommendation:
Main Street is experiencing a marked increase in pedestrian and cyclist volume and conflicts with
vehicles are also increasing resulting in numerous fatal and injury severity class A crashes. Much of
the corridor is included in the SPIS inventory of high crash locations.
19. Are curves in this section of roadway signed appropriately? YES NO
20. Is the recommended speed consistent with the speeds of similar roadways in the surrounding area? YES NO
21. Speed Recommendation from enforcement: 40 MPH
22. Reasons for this recommendation:
Numerous fatalities on Main Street over the last decade. Area is heavily congested with vehicle &
pedestrian traffic.
23. Are there special plans to enforce the proposed speed zoning? (explain):
Springfield Police is adding overtime patrols to the area, plus the agency’s Traffic Team will
concentrate their resources to enforcing speed violations.
24. Speed Recommendation from local residents: 25-45 MPH
25. Reasons for this recommendation:
Public response to the recent triple fatality of pedestrians varied in the range of 25 to 45 MPH with the
preponderance of recommendations near 40 MPH.
26. If more than one jurisdiction is involved, describe below (or furnish a map showing) where the city limits lines
cross the roadway and where maintenance jurisdictional boundaries change. If there is more than one
jurisdiction involved, this information must be furnished before the speed zone investigation can be done.
N/A
If you have questions on speed zones, contact the ODOT Traffic-Roadway Section in Salem at 986-3609, FAX 986-3749, or your local ODOT Region
Traffic Office (see reverse for addresses).
Attachment 1, Page 3 of 51
When should speed zone investigations be requested? When traffic patterns have changed,
development has occurred, crashes have increased, or requests have been received from a number of area
residents or businesses.
Oregon law gives the State Department of Transportation the authority to establish speed zones on all
roadways in Oregon. It also states that an engineering investigation will be done to determine what the
appropriate speed should be (ORS 810.180).
The local roadway authority (the city or county) should perform a field review to determine the most
reasonable beginning and ending points for the proposed speed zoning. Then the local roadway
authority needs to complete this form and submit it to ODOT to request an investigation. If more than
one jurisdiction is involved in the request, ODOT needs documentation from each that they both concur. This
form facilitates the request by providing ODOT with the pertinent local information needed to complete the
investigation.
Further speed zoning information may be obtained from your local ODOT Region Traffic Office at the address
below:
Region 1
123 NW Flanders
Portland, OR 97209-4012
Tele: (503) 731-8200
FAX: (503) 731-8259
Region 2
Region 2 Tech Center
455 Airport Rd SE, Bldg A
Salem, OR 97301-4989
Tele: (503) 986-2990
FAX: (503) 986-2839
Region 3
3500 NW Stewart Parkway
Roseburg, OR 97470-1687
Tele: (541) 774-6335
FAX: (541) 957-3547
Region 4
63055 N. Hwy 97
PO Box 5309
Bend, OR 97708-5309
Tele: (541) 388-6189
FAX: (541) 388-6231
Region 5
3012 Island Avenue
La Grande, OR 97850-9497
Tele: (541) 963-3177
FAX (541) 963-9079
Attachment 1, Page 4 of 51
Attachment 1, Page
5 of 51
Attachment 1, Page
6 of 51
Attachment 1, Page
7 of 51
Attachment 1, Page
8 of 51
Attachment 1, Page
9 of 51
On McKenzie Highway Westbound (One Way)
From: McVay Highway (OR 225) 1.19W 35 mph 35 mph 3/
To: 300 ft W. of Mill St. 1.47W
On McKenzie Highway Westbound (One Way)
D From: 300 ft W. of Mill St. 1.47W 20 mph 20 mph 3/
To: 50 ft E. of 11th St. 2.21W
E From: 50 ft E. of 11th St. 2.21W 30 mph 30 mph 3/
To: 110 ft W. of S. 20th St. 2.95W
On Franklin Boulevard Eastbound (One Way)
F From: 220 ft E. of Brooklyn St. 1.12 35 mph 35 mph 3/
To: McVay Highway (OR 225) 1.19
On McKenzie Highway Eastbound (One Way)
From: McVay Highway (OR 225) 1.19 35 mph 35 mph 3/
To: 420 ft W. of Mill St. 1.42
On S. "A" St. Eastbound (One Way)
From: 420 ft W. of Mill St. 1.42 35 mph 35 mph 3/
To: 110 ft W. of S. 20th St. 2.96
Investigated
On Main St. (Two Way)
G From: 110 ft W. of S. 20th St. 2.96 40 mph 40 mph 3/ 4/
To: 160 ft W. of 60th Pl. 6.63
H From: 160 ft W. of 60th Pl. 6.63 45 mph 45 mph 3/
To: 175 ft E. of 71st St. 7.84
Not Investigated
H From: 175 ft E. of 71st St. 7.84 45 mph 45 mph 3/
To: 320 ft E. of 75th St. 8.23
On McKenzie Highway (Two Way)
From: 320 ft E. of 75th St. 8.23 45 mph 45 mph 3/
To: 475 ft E. of 75th St. 8.26
1/ OTC road authority; City of Eugene interested jurisdiction
2/ OTC road authority
3/ OTC road authority; City of Springfield interested jurisdiction
4/ Beginning milepost = MP 2.95 Westbound
Historical Background:
Investigation requested by: Brian Barnett, City Traffic Engineer, City of Springfield.
Requested Speed: 35 mph/40 mph
Previous Action: Existing SZ Order J8329 dated December 30, 2009. Attachment 1, Page 10 of 51
Investigation: Section G Section H
Section Length 3.67 mile 1.21 mile
85% Speed 43 mph 51 mph
2013 Accident Rate* 4.55 2.30
2013 Average Daily Traffic 17058 11800
Culture Type & Density Moderate Business Moderate Residential
Horizontal Alignment 0 curves 0 curves
Vertical Alignment Mostly level Mostly level
Curve Signs & Speed Rider None None
Existing Posted Speed 40 mph 45 mph
Recommended Speed 40 mph 45 mph
Roadway Data
Surface Bituminous Bituminous
Width (FL to FL) 56’ – 93’ 55’ – 74’
Lanes 5 4/ 5 4/
Parking Prohibited Prohibited
Shoulders 5’ – 7’ BL 5’BL
Intersecting Streets 49 13
Paved 49 13
Stopped 42 12
Signalized 7 1
Pedestrian 82 4
Bikes 23 2
Accident Data:
Study Period 1/1/2011 – 12/31/2013 1/1/2011 – 12/31/2013
Total Accidents 307 42
Injuries 258 38
Fatalities 2 2
2013 Accidents 104 12
2013 Accident Rate (R)* 4.55 2.30
2013 State Rate (r) 1/ 2.82 2.82
Deviation (R-r) 1.73 -
Spot Speed Data:
85% Speed 43 mph 51 mph
Pace Limits 2/ 35 – 44 mph 42 – 51 mph
% in Pace 78% 79%
Maximum Speed 55 mph 61 mph
Posted Speed 40 mph 45 mph
% Exceeding Posted Speed 37% 61%
Computed Speed 3/ 41.27 mph 51 mph
Recommended Speed 40 mph 45 mph
1/ Urban Principal Arterial - Other
2/ Ten mile-per-hour range containing the largest number of sampled vehicles.
3/ 85% Speed minus deviation
4/ 2 lanes each direction, full CTL, partial LTL and RTL
Factors Influencing Recommendation: 85% Speed, pace limits, culture.
Attachment 1, Page 11 of 51
Attachment 1, Page
12
of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
1.Looking east from 160 feet west of S 20th Street.
2.Looking west from 160 feet west of S 20th Street.
Attachment 1, Page 13 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
3.Looking east from 160 feet east of S 23rd Street.
4.Looking west from 160 feet east of S 23rd Street.
Attachment 1, Page 14 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
5.Looking east from 100 feet east of s 28th Street.
6.Looking west from 100 feet east of s 28th Street.
Attachment 1, Page 15 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
7.Looking east from 100 feet east of 30th Street.
8.Looking west from 25 feet east of 30th Street.
Attachment 1, Page 16 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
9.Looking east from 300 feet east of 34th Street.
10.Looking west from 300 feet east of 34th Street.
Attachment 1, Page 17 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
11.Looking east from 25 feet east of 38th Street.
12.Looking west from 25 feet east of 38th Street.
Attachment 1, Page 18 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
13.Looking east from 100 feet west of 41st Street.
14.Looking west from 25 feet west of 41st Street.
Attachment 1, Page 19 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
15.Looking east from 200 feet east of 42nd Street.
16.Looking west from 200 feet east of 42nd Street.
Attachment 1, Page 20 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
17.Looking east from 250 feet east of S 44th Street.
18.Looking west from 300 feet east of S 44th Street.
Attachment 1, Page 21 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
19.Looking east from 200 feet east of s 47th Street.
20.Looking west from 200 feet east of s 47th Street.
Attachment 1, Page 22 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
21.Looking east from 150 feet east of 49th Street.
22.Looking west from 150 feet east of 49th Street.
Attachment 1, Page 23 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
23.Looking east from 150 feet east of S 51st Place.
24.Looking west from 150 feet east of S 51st Place.
Attachment 1, Page 24 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
25.Looking east from 100 feet east of S 53rd Street.
26.Looking west from 100 feet east of S 53rd Street.
Attachment 1, Page 25 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
27.Looking east from 100 feet west of N 54th Street.
28.Looking west from 100 feet west of N 54th Street.
Attachment 1, Page 26 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
29.Looking east from 150 feet west of Bob Straub Parkway.
30.Looking west from 150 feet west of Bob Straub Parkway.
Attachment 1, Page 27 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
31.Looking east from 150 feet west of S 58th Street.
32.Looking west from 150 feet west of S 58th Street.
Attachment 1, Page 28 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
33.Looking east from 125 feet west of 60th Place.
34.Looking west from 60th Place.
Attachment 1, Page 29 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
35.Looking east from 300 feet west of 62nd Place.
36.Looking west from 300 feet west of 62nd Place.
Attachment 1, Page 30 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
37.Looking east from 100 feet west of S 63rd Street.
38.Looking west from 100 feet west of S 63rd Street.
Attachment 1, Page 31 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
39.Looking east from 200 feet east of Mountain Gate Road.
40.Looking west from 200 feet east of Mountain Gate Road.
Attachment 1, Page 32 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
41.Looking east from 200 feet west of 65th Place.
42.Looking west from 200 feet west of 65th Place.
Attachment 1, Page 33 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
43.Looking east from 250 feet east of 66th Street.
44.Looking west from 250 feet east of 66th Street.
Attachment 1, Page 34 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
45.Looking east from 68th Street.
46.Looking west from 68th Street.
Attachment 1, Page 35 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
47.Looking east from 100 feet east of 69th Street.
48.Looking west from 100 feet east of 69th Street.
Attachment 1, Page 36 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
49.Looking east from 50 feet west of 71st Street.
50.Looking west from 50 feet west of 71st Street.
Attachment 1, Page 37 of 51
TYPICAL VIEWS
MCKENZIE HIGHWAY (OR 126) / (OR 126 BUS)
CITY OF EUGENE / CITY OF SPRINGFIELD / ODOT
August 13, 2015
51.Looking east from 100 feet east of S 72nd Street.
52.Looking west from 100 feet east of S 72nd Street.
Attachment 1, Page 38 of 51
CDS150OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
10/07/2015
Highway 015 ALL ROAD TYPES, MP 2.96 to 6.63 01/01/2011 to 12/31/2013, Both Add and Non-Add mileage
CRASH SUMMARIES BY YEAR BY COLLISION TYPE
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
Page: 1
FIXED / OTHER OBJECT01010101001001
HEAD-ON11241314040000
MISCELLANEOUS00110001001000
ANGLE04040503113400
BACKING00110001010000
PEDESTRIAN12031203021101
YEAR: 2011
REAR-END03924630720501357621150
PEDESTRIAN02020202011000
TURNING MOVEMENTS0182038030122153262011
SIDESWIPE - OVERTAKING02350303250020
MISCELLANEOUS00110011010100
ANGLE01120301120200
FIXED / OTHER OBJECT02680208062408
YEAR 2012 TOTAL064551190112287311041548189
YEAR: 2012
PEDESTRIAN04040604013310
REAR-END025295403614310401424190
ANGLE02130211221300
FIXED / OTHER OBJECT01230102103103
SIDESWIPE - MEETING02020202020010
TURNING MOVEMENTS019173603002962792401
SIDESWIPE - OVERTAKING00220002020100
YEAR 2013 TOTAL0535110407728319743056214
YEAR: 2013
NON-PROPERTYINTER-
FATALFATALDAMAGETOTALPEOPLEPEOPLEDRYWETINTER-SECTIONOFF-
COLLISION TYPECRASHESCRASHESONLYCRASHESKILLEDINJUREDTRUCKSSURFSURFDAYDARKSECTIONRELATEDROAD
Attachment 1, Page 39 of 51
CDS150OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
10/07/2015
Highway 015 ALL ROAD TYPES, MP 2.96 to 6.63 01/01/2011 to 12/31/2013, Both Add and Non-Add mileage
CRASH SUMMARIES BY YEAR BY COLLISION TYPE
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
Page: 2
Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and
Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not
guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirements, effective
01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File.
TURNING MOVEMENTS012921016111101471201
REAR-END025204504103783691430
SIDESWIPE - OVERTAKING01340104031021
YEAR 2011 TOTAL24636842692651961233154
FINAL TOTAL21631423072258623569239681354417
NON-PROPERTYINTER-
FATALFATALDAMAGETOTALPEOPLEPEOPLEDRYWETINTER-SECTIONOFF-
COLLISION TYPECRASHESCRASHESONLYCRASHESKILLEDINJUREDTRUCKSSURFSURFDAYDARKSECTIONRELATEDROAD
Attachment 1, Page 40 of 51
CDS150OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
10/07/2015
Highway 015 ALL ROAD TYPES, MP 6.64 to 7.84 01/01/2011 to 12/31/2013, Both Add and Non-Add mileage
CRASH SUMMARIES BY YEAR BY COLLISION TYPE
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
Page: 1
Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and
Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not
guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirements, effective
01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File.
BACKING01010101010010
FIXED / OTHER OBJECT02020201111002
TURNING MOVEMENTS15171806170600
ANGLE10011001010100
REAR-END01340102231300
MISCELLANEOUS00110000110000
YEAR 2011 TOTAL2951621201151421012
YEAR: 2011
TURNING MOVEMENTS061701006134700
SIDESWIPE - OVERTAKING00220001111000
REAR-END05050804141110
YEAR 2012 TOTAL011314018011386810
YEAR: 2012
PEDESTRIAN04040401313120
BACKING01010101010000
ANGLE00110001001100
REAR-END01120202020200
TURNING MOVEMENTS01230102121300
SIDESWIPE - OVERTAKING00110001001000
YEAR 2013 TOTAL075120808466720
YEAR: 2013
FINAL TOTAL22713422380301228142542
NON-PROPERTYINTER-
FATALFATALDAMAGETOTALPEOPLEPEOPLEDRYWETINTER-SECTIONOFF-
COLLISION TYPECRASHESCRASHESONLYCRASHESKILLEDINJUREDTRUCKSSURFSURFDAYDARKSECTIONRELATEDROAD
Attachment 1, Page 41 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:Various
City:SpringfieldTime:Various
County:
Location:VariousWeather:Various
COMBINED SECTION G
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 6301231601
85th % Speed 434343
Pace Limits 34 - 4335 - 4435 - 44
% In Pace 78%78%78%
Mean Speed 38.8238.9939.16
Median Speed 3939.540
Std. Dev.4.064.174.28
Max Speed 525555
Posted Speed 404040
% Exceeding Posted 34%37%40%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 42 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:Various
City:SpringfieldTime:Various
County:
Location:VariousWeather:Various
COMBINED SECTION H
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 203414211
85th % Speed 515150
Pace Limits 42 - 5142 - 5141 - 50
% In Pace 80%79%77%
Mean Speed 46.7046.4846.27
Median Speed 474747
Std. Dev.4.074.154.22
Max Speed 616158
Posted Speed 454545
% Exceeding Posted 62%61%60%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 43 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/8/2015
City:SpringfieldTime:1:25 PM - 2:10 PM
County:
Location:@ S 46TH STWeather:SUNNY
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 95205110
85th % Speed 454544
Pace Limits 37 - 4636 - 4535 - 44
% In Pace 83%82%80%
Mean Speed 41.3940.9840.56
Median Speed 414141
Std. Dev.3.523.864.11
Max Speed 505555
Posted Speed 404040
% Exceeding Posted 60%55%51%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 44 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/8/2015
City:SpringfieldTime:12:02 PM - 1:10 PM
County:
Location:100 E 41ST STWeather:SUNNY
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 11120291
85th % Speed 424343
Pace Limits 34 - 4334 - 4334 - 43
% In Pace 88%86%84%
Mean Speed 39.0538.9138.77
Median Speed 3938.538
Std. Dev.3.293.593.93
Max Speed 495353
Posted Speed 404040
% Exceeding Posted 29%29%30%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 45 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/1/2015
City:SpringfieldTime:2:30 PM - 3:12 PM
County:
Location:200 E S 34THWeather:OVERCAST
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 106207101
85th % Speed 414242
Pace Limits 32 - 4133 - 4233 - 42
% In Pace 87%82%77%
Mean Speed 36.9237.4738.02
Median Speed 373839
Std. Dev.3.603.984.29
Max Speed 455050
Posted Speed 404040
% Exceeding Posted 16%23%31%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 46 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/1/2015
City:SpringfieldTime:12:45 PM - 1:45 PM
County:
Location:200 E S 22ND STWeather:LT RAIN
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 90203113
85th % Speed 414344
Pace Limits 33 - 4234 - 4335 - 44
% In Pace 84%84%84%
Mean Speed 37.9138.9239.92
Median Speed 383940
Std. Dev.3.883.893.67
Max Speed 475050
Posted Speed 404040
% Exceeding Posted 27%36%46%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 47 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/18/2015
City:SpringfieldTime:1:50 PM - 2:50 PM
County:
Location:@ 68TH STWeather:SUNNY
Direction of Travel:E-W
MPHMPH
EAveraged-W
# of Vehicles 11020494
85th % Speed 495051
Pace Limits 40 - 4942 - 5143 - 52
% In Pace 77%80%83%
Mean Speed 45.6646.4047.13
Median Speed 4646.547
Std. Dev.4.274.284.19
Max Speed 576161
Posted Speed 454545
% Exceeding Posted 56%61%65%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 48 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/18/2015
City:SpringfieldTime:12:25 PM -1:10 PM
County:
Location:@ S 63RD STWeather:SUNNY
Direction of Travel:W-E
MPHMPH
WAveraged-E
# of Vehicles 109210101
85th % Speed 515151
Pace Limits 42 - 5143 - 5243 - 52
% In Pace 82%80%78%
Mean Speed 46.3346.6346.93
Median Speed 474747
Std. Dev.3.954.024.09
Max Speed 565858
Posted Speed 454545
% Exceeding Posted 60%62%64%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 49 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/16/2015
City:SpringfieldTime:12:40 PM - 3:30 PM
County:
Location:300 W BOB STRAUBWeather:LT CLOUDS
Direction of Travel:E-W
MPHMPH
EAveraged-W
# of Vehicles 84209125
85th % Speed 414242
Pace Limits 32 - 4132 - 4131 - 40
% In Pace 77%76%75%
Mean Speed 36.1436.6737.19
Median Speed 363738
Std. Dev.4.354.304.23
Max Speed 484846
Posted Speed 404040
% Exceeding Posted 20%20%20%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 50 of 51
Oregon Department of Transportation
Roadway:McKenzie HwyDate:6/9/2015
City:SpringfieldTime:1:22 PM - 2:12 PM
County:
Location:200 W S 50TH PLWeather:LT CLOUDS
Direction of Travel:E-W
MPHMPH
EAveraged-W
# of Vehicles 102205103
85th % Speed 444545
Pace Limits 36 - 4536 - 4536 - 45
% In Pace 86%88%89%
Mean Speed 40.7740.8640.94
Median Speed 414141
Std. Dev.3.673.553.46
Max Speed 495252
Posted Speed 404040
% Exceeding Posted 56%56%55%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 1, Page 51 of 51
Oregon Department of Transportation
Speed Zone Request
To request a Speed Zone Investigation by ODOT personnel, City or County Engineering
Department staff should complete this form and email it - with a map of the roadway - to:
ODOTSpeedZoning@odot.state.or.us
1. AGENCY NAME 2. DATE
City of Springfield 5/7/15
3. CONTACT NAME AND TITLE 4. TELEPHONE NUMBER Brian Barnett, PE, PTOE, City Traffic Engineer 541.726.3681
5. E-MAIL ADDRESS 6. FAX NUMBER bbarnett@springfield-or.gov
7. ADDRESS (POSTAL)
201 South 18th Street, Springfield OR 97477
8. NAME OF ROADWAY
Eugene – Springfield Highway No. 227
(OR126)
9. FROM 10. TO
Main Street 950 ft. north of Main Street
11. REQUESTED SPEED - MPH 12. EXISTING POSTED SPEED - MPH 13. EXISTING SPEEDS OF ROADWAY ABUTTING THIS SECTION 45 55 14a. ENTERING - MPH: 45
existing/ 40 proposed
14b. EXITING - MPH: 55
15. AVERAGE DAILY TRAFFIC VOLUME 16. ROADWAY CLASSIFICATION: LOCAL COLLECTOR ARTERIAL 19,800
17. Speed recommendation from City or County Engineering Department (required per ORS 810.180): 45 MPH
18. Reasons for this recommendation:
Main Street is experiencing a marked increase in pedestrian and cyclist volume and conflicts with
vehicles are also increasing resulting in numerous fatal and injury severity class A crashes. A large
radius exit ramp to Main Street westbound channels high speed expressway traffic into Main Street
with high volume left turns occurring at commercial driveways and into a nearby traffic signal.
19. Are curves in this section of roadway signed appropriately? YES NO
20. Is the recommended speed consistent with the speeds of similar roadways in the surrounding area? YES NO
21. Speed Recommendation from enforcement: 45 MPH
22. Reasons for this recommendation:
Slow traffic from expressway speed of 55 prior to entering Main Street which is recommended to be 40
mph. Numerous fatalities on Main Street over the last decade. Area is heavily congested with vehicle &
pedestrian traffic.
23. Are there special plans to enforce the proposed speed zoning? (explain):
Springfield Police is adding overtime patrols to the area, plus the agency’s Traffic Team will
concentrate their resources to enforcing speed violations.
24. Speed Recommendation from local residents: 35-55 MPH
25. Reasons for this recommendation:
Public response to the recent triple fatality of pedestrians varied in the range of 35 to 55 MPH with the
preponderance of recommendations near 45 MPH.
26. If more than one jurisdiction is involved, describe below (or furnish a map showing) where the city limits lines
cross the roadway and where maintenance jurisdictional boundaries change. If there is more than one
jurisdiction involved, this information must be furnished before the speed zone investigation can be done.
N/A
If you have questions on speed zones, contact the ODOT Traffic-Roadway Section in Salem at 986-3609, FAX 986-3749, or your local ODOT Region
Traffic Office (see reverse for addresses).
Attachment 2, Page 1 of 22
When should speed zone investigations be requested? When traffic patterns have changed,
development has occurred, crashes have increased, or requests have been received from a number of area
residents or businesses.
Oregon law gives the State Department of Transportation the authority to establish speed zones on all
roadways in Oregon. It also states that an engineering investigation will be done to determine what the
appropriate speed should be (ORS 810.180).
The local roadway authority (the city or county) should perform a field review to determine the most
reasonable beginning and ending points for the proposed speed zoning. Then the local roadway
authority needs to complete this form and submit it to ODOT to request an investigation. If more than
one jurisdiction is involved in the request, ODOT needs documentation from each that they both concur. This
form facilitates the request by providing ODOT with the pertinent local information needed to complete the
investigation.
Further speed zoning information may be obtained from your local ODOT Region Traffic Office at the address
below:
Region 1
123 NW Flanders
Portland, OR 97209-4012
Tele: (503) 731-8200
FAX: (503) 731-8259
Region 2
Region 2 Tech Center
455 Airport Rd SE, Bldg A
Salem, OR 97301-4989
Tele: (503) 986-2990
FAX: (503) 986-2839
Region 3
3500 NW Stewart Parkway
Roseburg, OR 97470-1687
Tele: (541) 774-6335
FAX: (541) 957-3547
Region 4
63055 N. Hwy 97
PO Box 5309
Bend, OR 97708-5309
Tele: (541) 388-6189
FAX: (541) 388-6231
Region 5
3012 Island Avenue
La Grande, OR 97850-9497
Tele: (541) 963-3177
FAX (541) 963-9079
Attachment 2, Page 2 of 22
Attachment 2, Page
3 of 22
Attachment 2, Page
4 of 22
Attachment 2, Page
5 of 22
Investigation: Section
Section Length 0.19 mile
85% Speed 61 mph
2013 Crash Rate* 2.19
2013 Average Daily Traffic 19800
Culture Type & Density Access Controlled Expressway (rural)
Horizontal Alignment 0 curves
Vertical Alignment Level
Curve Signs & Speed Rider None
Existing Posted Speed 55 mph
Recommended Speed 55 mph
Roadway Data Section
Surface Bituminous
Width 25’ FL to FL
Lanes 2
Parking Partially Prohibited
Shoulders 4’6”-12’6” AC, edge line rumble
Intersecting Streets 0
Paved 0
Stopped 0
Signalized 0
Pedestrian 0
Bikes 0
Crash Data: Section
Study Period 01/01/11–12/31/13
Total Accidents 3
Injuries 3
Fatalities 0
2013 Crashes 2
2013 Crash Rate (R)* 2.19
2013 State Rate (r) 1/ 0.94
Deviation (R-r) 1.25
Spot Speed Data: Section
85% Speed 61 mph
Pace Limits 2/ 51 – 60 mph
% in Pace 79%
Maximum Speed 69 mph
Posted Speed 55 mph (BR)
% Exceeding Posted Speed 59%
Computed Speed 3/ 59.75 mph
Recommended Speed 55 mph (BR)
1/ Other Freeways and Expressways – Urban City - Springfield
2/ Ten mile-per-hour range containing the largest number of sampled vehicles.
3/ 85% Speed minus deviation
Factors Influencing Recommendation: 85% Speed, culture, and crash rate.
Attachment 2, Page 6 of 22
Attachment 2, Page
7 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
1.Looking west on RB1 from 0.19 mile east of 52nd Street.
2.Looking east on RB1 from 0.19 mile east of 52nd Street.
Attachment 2, Page 8 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
3.Looking north/west on RB1 from 0.40 mile east of 52nd Street.
4.Looking south/east on RB1 from 0.40 mile east of 52nd Street.
Attachment 2, Page 9 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
5.Looking north/west on RB1 from 0.55 mile east of 52nd Street.
6.Looking south/east on RB1 from 0.55 mile east of 52nd Street.
Attachment 2, Page 10 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
7.Looking north/west on RB1 from 0.61 mile east of 52nd Street.
8.Looking south/east on RB1 from 0.61 mile east of 52nd Street.
Attachment 2, Page 11 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
9.Looking north/west on RB1 from 0.71 mile east of 52nd Street.
10.Looking south/east on RB1 from 0.71 mile east of 52nd Street.
Attachment 2, Page 12 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
11.Looking north/west on RB1 from 300 feet north/west of Main Street.
12.Looking south/east on RB1 from 300 feet north/west of Main Street.
Attachment 2, Page 13 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
13.Looking north/west on RB1 from 100 feet south/east of Main Street.
14.Looking south/east on RB1 from 100 feet south/east of Main Street.
Attachment 2, Page 14 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
15.Looking north/west on RB2 from 250 feet south/east of Main Street.
16.Looking south/east on RB2 from 250 feet south/east of Main Street.
Attachment 2, Page 15 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
17.Looking north/west on RB2 from 125 feet north/west of Main Street.
18.Looking south/east on RB2 from 125 feet north/west of Main Street.
Attachment 2, Page 16 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
19.Looking north/west on RB2 from 0.22 mile north/west of Main Street.
20.Looking south/east on RB2 from 0.22 mile north/west of Main Street.
Attachment 2, Page 17 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
21.Looking north/west on RB2 from 0.35 mile north/west of Main Street.
22.Looking south/east on RB2 from 0.35 mile north/west of Main Street.
Attachment 2, Page 18 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
23.Looking north/west on RB2 from 0.60 mile north/west of Main Street.
24.Looking south/east on RB2 from 0.60 mile north/west of Main Street.
Attachment 2, Page 19 of 22
TYPICAL VIEWS
EUGENE–SPRINGFIELD HIGHWAY (OR 126)
ODOT / ODOT –CITY OF SPRINGFIELD
JUNE 29, 2015
25.Looking north/west on RB2 from 0.11 mile south/east of 52nd Street.
26.Looking south/east on RB2 from 0.11 mile south/east of 52nd Street.
Attachment 2, Page 20 of 22
CDS150OREGON DEPARTMENT OF TRANSPORTATION - TRANSPORTATION DEVELOPMENT DIVISION
08/17/2015
Highway 227 ALL ROAD TYPES, MP 9.78 to 9.96 01/01/2011 to 12/31/2013, Both Add and Non-Add mileage
CRASH SUMMARIES BY YEAR BY COLLISION TYPE
TRANSPORTATION DATA SECTION - CRASH ANALYSIS AND REPORTING UNIT
Page: 1
Disclaimer: The information contained in this report is compiled from individual driver and police crash reports submitted to the Oregon Department of Transportation as required in ORS 811.720. The Crash Analysis and
Reporting Unit is committed to providing the highest quality crash data to customers. However, because submittal of crash report forms is the responsibility of the individual driver, the Crash Analysis and Reporting Unit can not
guarantee that all qualifying crashes are represented nor can assurances be made that all details pertaining to a single crash are accurate. Note: Legislative changes to DMV's vehicle crash reporting requirements, effective
01/01/2004, may result in fewer property damage only crashes being eligible for inclusion in the Statewide Crash Data File.
FIXED / OTHER OBJECT01010100101001
YEAR 2012 TOTAL01010100101001
YEAR: 2012
REAR-END01120202011020
YEAR 2013 TOTAL01120202011020
YEAR: 2013
FINAL TOTAL02130302112021
NON-PROPERTYINTER-
FATALFATALDAMAGETOTALPEOPLEPEOPLEDRYWETINTER-SECTIONOFF-
COLLISION TYPECRASHESCRASHESONLYCRASHESKILLEDINJUREDTRUCKSSURFSURFDAYDARKSECTIONRELATEDROAD
Attachment 2, Page 21 of 22
Oregon Department of Transportation
Roadway:Eugene-Springfield HwyDate:6/9/2015
City:SpringfieldTime:11:50 AM - 12:30 PM
County:
Location:900 N MCKENZIE HWYWeather:LT CLOUDS
Direction of Travel:N-S
MPHMPH
NAveraged-S
# of Vehicles 103204101
85th % Speed 616161
Pace Limits 51 - 6051 - 6051 - 60
% In Pace 77%79%81%
Mean Speed 56.1956.5556.90
Median Speed 575757
Std. Dev.4.454.153.82
Max Speed 696966
Posted Speed 555555
% Exceeding Posted 54%59%64%
0.00
0.10
0.20
0.30
0.40
0.50
0.60
0.70
0.80
0.90
1.00
05101520253035404550556065707580
Cumulative Percent
% of Veh.Speed Limit85th Percentile
Attachment 2, Page 22 of 22