Oregon 2007 Five Percent Report
This report is in response to the Federal requirement that each state describe at least 5 percent of its locations currently exhibiting the most severe highway safety needs, in accordance with Sections 148(c)(1)(D) and 148(g)(3)(A), of Title 23, United States Code. Each state's report is to include potential remedies to the hazardous locations identified; estimated costs of the remedies; and impediments to implementation of the remedies other than costs. The reports included on this web site represent a variety of methods utilized and various degrees of road coverage. Therefore, this report cannot be compared with the other reports included on this Web site.
Protection from Discovery and Admission into Evidence—Under 23 U.S.C. 148(g)(4) information collected or compiled for any purpose directly relating to this report shall not be subject to discovery or admitted into evidence in a Federal or State court proceeding or considered for other purposes in any action for damages arising from any occurrence at a location identified or addressed in the reports. |
Additional information, including the specific legislative requirements, can be found in the guidance provided by the Federal Highway Administration,
http://safety.fhwa.dot.gov/safetealu/fiveguidance.htm.
Oregon Department of Transportation
Highway Safety Improvement Program
Top 5 Percent Report
Based on 2007 Safety Priority Index System (SPIS)
OREGON DEPARTMENT of TRANSPORTATION
Traffic–Roadway Section
August 30, 2007
TABLE OF CONTENTS
INTRODUCTION
SAFETEA – LU REQUIREMENTS
Report Requirements
Report Submission
SAFETY PRIORITY INDEX SYSTEM
Index Formula
SPIS Analysis
SPIS Sites Investigated
CONTACT INFORMATION
LIST OF APPENDICIES
Appendix A: 2007 (Using 2004 to 2006 crash data) Top 5 SPIS Sites Investigative Reports by Highway and Milepoint
Appendix B: 2007 Oregon DOT 5% SPIS Map
This map is also located on Oregon DOT's internet web page at:
http://www.oregon.gov/ODOT/TD/TDATA/gis/odotmaps.shtml#SPIS_SIP_Maps
LIST OF ACRONYMS
| FHWA | Federal Highway Administration |
| SPIS | Safety Priority Index System |
| HSIP | Highway Safety Improvement Program |
| ODOT | Oregon Department of Transportation |
| PDO | Property–damage–only crash |
| TRS | Traffic–Roadway Section |
| SAFETEA–LU | Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users |
INTRODUCTION
On August 10, 2005, the Safe, Accountable, Flexible, Efficient Transportation Equity Act: A Legacy for Users (SAFETEA–LU) was signed by the President. SAFETEA–LU authorizes the Federal surface transportation programs for highways, highway safety, and transit for the 5–year period 2005–2009.
SAFETEA–LU amended Section 148 of Title 23 United States Code (USC) to create a new Highway Safety Improvement Program (HSIP) as a "core" FHWA program with separate funding, replacing the Hazard Elimination Program (HEP) in 23 USC Section 152. As part of the new HSIP, Oregon Department of Transportation (ODOT) is required to submit an annual report describing not less than 5 percent of their highway locations exhibiting the most severe safety needs. The intent of this provision is to raise the public awareness of the highway safety needs and challenges in the States.
SAFETEA–LU REQUIREMENTS
SAFETEA–LU (Section 148(c)(1)(D)) requires submission to FHWA of an annual report that, describes not less than 5 percent of locations exhibiting the most severe safety needs. ODOT uses our Safety Priority Index System (SPIS) tool to identify and prioritize its most severe safety needs. In addition, to the listing of top 5% SPIS sites, the report also contains:
- Potential remedies to the sites;
- Estimated costs of the remedies; and,
- Impediments to implementation of the remedies other than costs.
REPORT REQUIREMENTS
Currently crash data for City and County roads is available in our crash database. However, since Cities and Counties do not use a highway and milepost system, ODOT is unable to use SPIS on City and County Roads. The crashes on City and County roads will need to be geo–coded and traffic volumes assigned before a GIS SPIS program can be developed to evaluate the top 5% high crash locations for all public roads in Oregon.
Eventually this report will include all public roads in Oregon, including City and County roads (this will be accomplished before August 31, 2009). Currently ODOT's system does not allow the same ranking system for County and City roads. The roadway inventory system will be upgraded to allow the inclusion of all public roads by geo–coding all Oregon's crashes starting in 2007 and establish some volumes for all cites and county road systems.
Oregon's 5% report to FHWA will include the extent of coverage of the public roads (i.e., only state highways at this time), along with a description of the SPIS methodology used to determine the rankings.
Potential remedies may be in any, or a combination, of the "4 E" areas (engineering, enforcement, education, and emergency medical services). Detailed improvement remedies and costs may not be available for all locations. For those locations where no studies have been performed, the Region Traffic Offices made their best estimate of potential remedies and costs using their experience, statewide average costs, or other available means, including consulting with the Transportation Safety Division staff for possible behavioral safety programs. The remedies and costs may also be presented as typical remedies and costs grouped by roadway or improvement types. It is recognized (and expected) that details and costs of proposed improvements will change during formal project development.
REPORT SUBMISSION
The 5% Report will be submitted electronically to the FHWA Division Office on or before August 31 of each year, beginning in 2006. The HSIP Coordinator for the Traffic –Roadway Section will be the contact person for these reports, should anyone need assistance on specific questions they may refer to the Region Traffic Safety Investigator.
The FHWA Headquarters Office of Safety will be including this report on the USDOT website http://safety.fhwa.dot.gov/fivepercent/index.htm in the Fall of each year. The USDOT web site will have sufficient explanatory information for readers to know that States have determined their locations exhibiting the most severe safety needs using means they deem most appropriate, which will likely vary among States. The web site presentation for each state will also identify the extent of each State's public roads that is presently covered by their analyses (e.g. all public roads or a portion thereof).
SAFETY PRIORITY INDEX SYSTEM
The Safety Priority Index System (SPIS) is a method developed in 1986 by the Oregon Department of Transportation (ODOT) for identifying potential safety problems on state highways which require further investigation by Region Traffic Investigators for potential solutions. The Federal Highway Administration (FHWA) accepted SPIS as fulfilling the requirements of the Highway Safety Improvement Program (HSIP). When Oregon began developing its Safety Management System in response to the 1991 ISTEA, it identified SPIS as one of several essential building blocks.
SPIS has been modified (e.g. formulas modified) several times since 1986 to better identify problem areas. SPIS has been recognized as an effective problem identification tool for evaluating state highways for segments including intersections with crash histories. The Highway Safety Improvement Program (HSIP) under SAFETEA–LU, amended Section 148 of Title 23 USC, which mandates each state to conduct and systematically maintain an engineering survey of all public roads. The Traffic–Roadway Section (TRS) uses engineering tools such as the Safety Priority Index System (SPIS) to identify segments of state highways that have a higher crash history and may require safety improvements.
The purpose of SPIS is to identify potential safety problem sites. Identification of a segment of highway with a high SPIS rating does not necessary mean the site has potential remedies or that it will make a good safety project. A crucial part of the process is investigating the sites to determine if there is a deficiency or problem with the roadway. Only by evaluating SPIS sites can the department identify potential safety improvement projects to reduce the risk, number, and/or severity of crashes at highway locations, sections, and elements on Oregon highways.
Index Formulation
The SPIS is a method of identifying locations where safety money may be spent to the highest benefit. The SPIS score is based on three years of crash data and considers crash frequency, crash rate, and crash severity. A roadway segment, which includes intersections, becomes a SPIS site if a location has three or more crashes or one or more fatal crashes over the three year period. SPIS sites are 0.10 mile sections on the state highway system. The priority index has three parameters and associated Indicator Values (IV):
| Crash frequency indicator value | (IVFreq) | 25% of SPIS score |
| Crash rate indicator value | (IVRate) | 25% of SPIS score |
| Crash severity indicator value | (IVSeverity) | 50% of SPIS score |
The crash frequency indicator value, IVFreq, is a value between 0 and 25 determined using a logarithmic distribution based on total crashes in a three–year period. The maximum indicator value of 25% is obtained when the total number of crashes reaches 150 crashes on the same 0.10–mile segment over a 3–year period.
The crash rate indicator, IVRate, is a value between 0 and 25, also determined by using a logarithmic distribution based on the following crash rate calculations. Again, the maximum indicator value of 25% is obtained when the crash rate reaches seven crashes per million entering vehicles.
The crash severity indicator, IVSeverity, is a value between 0 and 50, which is determined by using a linear distribution from the calculation below. The formula considers severity values between 0 and 300 only; therefore severity products above 300 are assigned the maximum value, to match the maximum indicator value of 50%.
Where:
FATAL = the number of fatal crashes;
INJA = the number of severe injury crashes (Class A);
INJB = the number of moderate injury crashes (Class B);
INJC = the number of minor injury crashes (Class C);
PDO = the number of "property damage only" crashes.
Note: The severity rating for a crash is the severity of the most severe injury received. The SPIS value is the sum of the above indicator values (IVFreq+IVRate+IVSeverity) for 0.10 mile (0.16 km) sections of urban and rural roads, shifted by 0.01 mile for each new section.
SPIS Analysis
Each year, the Traffic–Roadway Section generates regional reports of the top 10% ranked SPIS sites for review by the five Region Traffic Managers. Due to time constraints, only the top 5% SPIS sites were investigated for this report but several of the Region Traffic offices continue investigating the top 10% high crash location from the SPIS list throughout the year. The Region staff evaluates the sites on this "Top 5%" list and considers the safety problems which may be contributing to the crash history at these locations. If a correctable problem is identified, analysis is performed on viable options and appropriate projects are initiated. Regions report the results of these site evaluations, including potential causes and possible corrections, to the State Traffic Engineer. While the SPIS reports are computer–generated by the Traffic–Roadway Section, the rest of the process is manual and is primarily performed by Regional personnel.
A Crash Summary Database program is also created annually for use by region and consultant staff in evaluating sections of highway. The interface allows the user to enter a section of state highway, from milepost 'x' to milepost 'y'. The database then yields information for that section of highway regarding number and type of crashes, highest and lowest SPIS values, and traffic volume information.
SPIS Sites Investigated
The 2007 SPIS program generated a total of 326 grouped locations in the 2007 top 5% SPIS list ("grouped locations" are logical groups of contiguous SPIS sites). This year's SPIS cutoff value for the top 5% was 54.76. It should be noted that there was a change in minimum property–damage–only crash (PDO) reporting requirements in 2003 from $1,000 to $1,500. The top 5% high crash location investigative reports for the five Region Traffic Offices in Oregon are shown in appendix A. The 2007 top 5% SPIS map (http://www.oregon.gov/ODOT/TD/TDATA/gis/odotmaps.shtml#SPIS_SIP_Maps) which shows the locations of the top 5% SPIS locations in Oregon are shown in appendix B. This map also shows the five Region boundaries for the Oregon Department of Transportation.
CONTACT INFORMATION
If you have any questions regarding the SPIS or the elements and tools involved, please contact:
Tim Burks, Highway Safety Engineering Coordinator
Traffic–Roadway Section
5th Floor, Transportation Building
355 Capitol Street NE
Salem, Oregon 97301–3871
Phone (503) 986–3572 Fax: (503) 986–4063
Email: timothy.w.burks@odot.state.or.us
If you have any specific questions regarding one of the five Region reports, please contact the appropriate Region Traffic Safety Investigator listed below for more details.
REGION 1 |
|
|
Name |
Phone |
|
Merle Hill |
503.731.8285 |
|
REGION 2 |
|
|
Name |
Phone |
|
Kathy McConnell |
503.986.5808 |
|
REGION 3 |
|
|
Name |
Phone |
|
Ray Lapke |
541.957.3536 |
|
REGION 4 |
|
|
Name |
Phone |
|
Dan Serpico |
541.388.6170 |
|
REGION 5 |
|
|
Name |
Phone |
|
Rich Heinemann |
541.963.1904 |
Appendix A: 2007 Top 5% SPIS Sites Investigative Reports by Highway and Milepoint
| Oregon Department of Transportation |
|---|
| 2007 – Top 5% Sites Investigative Report – By Hwy, MP |
| Region | Dist. | Rte. | Hwy | Rdwy | Rd Name | BMP | EMP | ADT | Max Crashes | Max Fatals | Max SPIS* | Date Review Completed | Problem Description | Potential Remedies | Estimated Costs | Impediments to Implementation |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 02A | I–5 | 001 | 1 | PACIFIC SOUTHBOUND ONLY |
286.91 | 287.09 | 66,310 | 9 | 2 | 56.38 | 08/24/06 | SB Capacity backup from Stafford Rd / Urban fwy for the Portland metro area. (2001–2005) 11 crashes. There were 2 fatal crashes and 1 Inj A crash |
A Preservation project will include this location (Key 13702, 2007, $6 million) and will improve pavement, signs and striping. | $6,000,000 | None |
| 1 | 02A | I–5 | 001 | 1 | Most of the crashes occurred between noon and 6 pm. | NEW Add an auxiliary lane from I–205 to Stafford Road. | $43,000,000 | None | ||||||||
| 1 | 02A | I–5 | 001 | 1 | PACIFIC NORTHBOUND |
288.91 | 289.09 | 70,440 | 12 | 0 | 54.82 | 08/24/06 | South of Nyberg Rd off ramp / Urban fwy for the Portland metro area. 2 lanes of I–205 merging to I–5 northbound (1 add lane, 1 auxiliary). Short distance to the Nyberg exit causes weaving conflicts. | A Preservation project will include this location (Key 13702, 2007, $6 million) and will improve pavement, signs and striping. | $6,000,000 | None |
| 1 | 02A | I–5 | 001 | 1 | (2001–2005) 20 crashes. 91% rear end, SS–O. 2 Inj "A" crashes. Most crashes occurred from 6 am – noon Crashes increased from 2003 – 2005. | NEW Add a lane through the Nyberg exit. Braid the Nyberg and I–205 ramps and (if needed) fix the super on the curving Nyberg ramp. | $56,000,000 | None | ||||||||
| 1 | 02A | I–5 | 001 | 1 | PACIFIC SOUTHBOUND ONLY |
288.91 | b | 76,180 | 17 | 0 | 66.63 | 08/24/06 | SB Near Boones Ferry / I–5 is an urban fwy for the Portland metro area. The site is just north of the Tualatin River. The short distance to the Nyberg ramp causes congestion and weaving conflicts. | A Preservation project will include this location (Key 12858, late 2007, $12 million) Includes 50 mm overlay, upgrade/repair median barrier and guardrail, ramp pave or grind/inlay, other improvements | $11,940,000 | None |
| 1 | 02A | I–5 | 001 | 1 | (2001–2005) 30 crashes. 1 Inj "A" crash, 1 fatal crash. 90% of the crashes were Rear end, SS–Overtake. Most crashes occurred between 3 pm and 6 pm. | A safety project (Key 10682, 2003, $1.1 million) Lengthened the SB off ramp from I–5 to Nyberg Road | $1,110,432 | None | ||||||||
| 1 | 02A | I–5 | 001 | 1 | An OTIA funded city project (Key 11435, late '05, $3 million) widened the Nyberg road structure across I–5. | $3,000,000 | None | |||||||||
| 1 | 02A | I–5 | 001 | 1 | NEW Braid the south Nyberg on ramp and the I–205 multi–lane off ramps. | $43,000,000 | Railroad issues Tualatin River environmental issues |
|||||||||
| 1 | 02A | I–5 | 001 | 1 | PACIFIC NORTHBOUND |
297.23 | 297.45 | 72,630 | 41 | 0 | 73.62 | 08/24/06 | NB On ramp from Terwilliger Blvd / Highly congested urban freeway. This is at the beginning of several long vertical and horizontal curves. | A Preservation project "Capitol to Marquam" (Key 09364, 2005, $23.7 million) did an overlay, upgraded median barrier and guardrail, ramp pave or grind/inlay, other improvements | $23,699,917 | None |
| 1 | 02A | I–5 | 001 | 1 | (2001–2005) 133 crashes; 3 Inj A's (rear end, SS–Meeting, fixed object). 85% Rear end or SS–Overtaking. Peak hours 6 – 9 am & 3 – 6 pm. Crashes decreased 2003 – 2005. | NEW Standardize on ramp and lengthen merging distance | $7,200,000 | Structures nearby | ||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC NORTHBOUND |
300.21 | 300.47 | 74,890 | 52 | 1 | 75.69 | 08/24/06 | NB Southbound 405 on ramp merges with I–5 NB, weaves for I–84 exit / NB upper deck of the Marquam Bridge. This is a highly congested area with grade changes near a number of on/off ramps. | NEW (smaller scope) Improve signing and delineation | $40,000 | None |
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 114 crashes, 1 fatal. 93% rear end/ SS–Overtaking, 26% wet/icy, 4% off road. peak hrs 12pm – 9pm. Crashes a little worse in 2005 | NEW Rebuild / reposition highway connection to I–84 | $39,000,000 | May directly affect Morrison Bridge structure | ||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC –– SOUTHBOUND ONLY |
64,910 | 61 | 0 | 78.01 | 08/24/06 | SB 405 ramps, split to 4 lanes / Lower deck of Marquam bridge, Congested worse at the I–5 / I–405 split. | NEW Improve signing and delineation – the split to south I–5 requires the north lanes; the split to west I–405 requires the south lanes! | $38,000 | None | ||
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 121 crashes 1 Injury "A" (rear end). 90% rear end, 35% wet/icy 2% off roadway. Peak hrs 3pm – 6pm Data shows it's getting worse | NEW Add lane south of bridge and up the hill – Modernization. Iowa Structure to be replaced in a separate project | $135,000,000 | None | ||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC NORTHBOUND |
301.85 | 302.17 | 67,500 | 52 | 0 | 76.19 | 08/24/06 | NB weave to exit at Weidler vs on ramp to I–84 / Up hill, poor signage, congestion. I–84 enters on an auxiliary lane that drops at Weidler. | NEW Extend the auxiliary past the Weidler exit, create full 3 lane section | $12,000,000 | None |
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 141 crashes 6 inj A's. 93% rear end/SS–Overtaking, 4% off roadway. Peak hrs 9am–9pm slightly worse in 2005 | NEW Add Braided ramps, I–84 and Weidler | $53,000,000 | None | ||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC –– SOUTHBOUND ONLY |
67,500 | 47 | 0 | 66.67 | 08/24/06 | SB Rose Quarter on ramp weave to I–84 off ramp / The on ramp from Rose Quarter starts a short auxiliary lane that becomes the I–84 eastbound connection, with congestion conflicts. | NEW Extend the auxiliary past the I–84 exiting connection, create full 3 lane section | $12,000,000 | None | ||
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 178 crashes 1 inj A, 97% rear end/SS–Overtaking, 24% wet/icy conditions. Peak hrs 3pm–9pm steadily improves from 2002 – 2005 | NEW Add Braided ramps, I–84 and Weidler | $51,000,000 | None | ||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC –– SOUTHBOUND ONLY |
0.00 | 0.00 | 67,500 | 37 | 0 | 68.17 | 08/24/06 | SB 405 on ramp vs Broadway off ramp / I–405 (Fremont Bridge) entering traffic south to the Broadway off ramp. A congested area with a sub standard off ramp. | NEW Create a full third lane from before Broadway to the I–84 exiting connection, create full 3 lane section | $8,300,000 | None |
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 64 crashes. 91% rear end/SS–Overtake, 6% off roadway. Peak hrs 3pm – 6pm Data shows steady increase of crashes 2003 – 2005 | NEW Braided ramps I–405 to I–5 & Broadway off ramp. | $130,000,000 | None | ||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC NORTHBOUND |
307.83 | 308.24 | 64,680 | 53 | 0 | 73.35 | 08/24/06 | NB On ramp from Jantzen Beach south of bridge / I–5 is an urban fwy for the Portland metro area. Congested by narrow lanes on the bridge which often backs up traffic far to the south. | NEW A major project "Columbia River Crossing" (Key 13136, 2006, planning) is studying alternatives to build a new bridge to Vancouver to increase capacity and reduce congestion conflicts. | $1,000,000,000 | None |
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 187 crashes; 5 Inj A ('01, '03, '05 rear end '01 fixed object '05 angle) 96% Rear end/SS–Overtake; Peak times are from noon – 6 pm. Crashes decreased from 2002 – 2005. | |||||||||||
| 1 | 02B | I–5 | 001 | 1 | PACIFIC –– SOUTHBOUND ONLY |
65,720 | 29 | 0 | 66.47 | 08/24/06 | SB just past Jansen Beach off ramp / I–5 is an urban fwy for the Portland metro area. This area is congested by bridge traffic and by traffic entering the freeway from Hayden Island | A modernization project is planned (Key 12076, 2010, $45 million) to add a new lane at Victory & Lombard interchange. Widen Columbia Slough Br. to accommodate acceleration lane for Victory SB on–ramp. | $45,000,000 | None | ||
| 1 | 02B | I–5 | 001 | 1 | (2001–2005) 98 crashes total; (no fatal, no Inj A) 95% Rear end/SS–Overtake; 33% wet/ice or snow. Peak times are from 6 – 9 am and 3 – 6 pm. Crashes decreased from 2003 – 2005. | NEW A major project "Columbia River Crossing" (Key 13136, 2006, planning) is studying alternatives to build a new bridge to Vancouver to increase capacity and reduce congestion conflicts. | $1,000,000,000 | None | ||||||||
| 1 | 02B | I–84 | 002 | 1 | COLUMBIA RIVER WESTBOUND |
1.12 | 1.28 | 75,810 | 40 | 0 | 73.23 | 08/24/06 | WB Holladay off ramp Lloyd Center / This urban freeway is highly congested with a large shopping mall to the north and many ramps in the area. I–5 ramps may back up traffic past here. | A 2002 / 2003 project re–striped this off ramp, removing a previous merge lane just past the ramp that was typically used as a speed–pass lane. | $10,000 | None |
| 1 | 02B | I–84 | 002 | 1 | (2001–2005) 127 crashes 3 inj A's (all rear end). 24% wet or icy, 95% were rear end / SS–O crashes. Peak rush hours morning and evening Crashes were steady from 2003 – 2005. | NEW A project is in the planning stages (Greeley Banfield, no Key # yet, $310 million) which would add a lane to I–5 northbound, reducing the congestion problem here. | $310,000,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 0.68 | 0.86 | 59,800 | 39 | 0 | 68.69 | 08/24/06 | Center, Ross Island Bridge / Highly congested bridge with narrow lanes linking west side business districts to a high density urban/residential area on the East side. | NEW Replace the bridge with width sufficient to add lane(s). | $185,000,000 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 59 crashes,1 inj "A" (2005, rear end, WB) 1 Fatal (2003, head–on east/west,) 57% east bound. 91% were rear end/SS–Overtaking. Crashes increased from 2001– 2005. |
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| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 1.16 | 1.51 | 49,700 | 57 | 0 | 79.34 | 08/24/06 | Milwaukie Ave (signal) + 9th – 13th Ave / Congested urban highway with closely spaced intersections just east of a large bridge |
A Preservation project included this location (Key 10731, 2005, $3.3 million) and improved pavement, signs, alignment and delineation | $3,288,587 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 217 crashes. 1 Fatal ('03, Ped), 7 Inj "A" crashes (1 Ped, 4 Turning, 2 Driveway). 60% rear end/SS–O, 33% turning/angle, 4% access management issues | NEW Rebuild Milwaukie Ave signal (full access). Install traffic median islands and other access management. |
$2,300,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | NEW Widen Milwaukie Ave signal (full access). Install traffic median islands and other access management. |
$1,900,000 | Railroad issues | |||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 1.72 | 1.90 | 49,700 | 27 | 0 | 59.64 | 08/24/06 | SE 21st Ave (signal) / This is an urban/residential signalized intersection on a congested highway. | A Preservation project included this location (Key 10731, 2005, $3.3 million) and improved pavement, signs, alignment and delineation | $3,288,587 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 59 crashes 2 inj A (02,05) 44% rear end/SS–Overtaking, 48% turning/angle, 3% access mgmt issues. Peak hours noon–6pm Crashes were highest in 2003. | NEW Rebuild intersection. Drop parking on side street. |
$2,200,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 1.98 | 2.26 | 42,900 | 31 | 0 | 60.46 | 08/24/06 | SE 26th Ave (signal) / This is an urban/residential neighborhood with a high school at the signalized intersection. | A Preservation project included this location (Key 10731, 2005, $3.3 million) and improved pavement, signs, alignment and delineation | $3,288,587 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 57 crashes, 1 inj A (2005, WB) 56% rear end/ SS–O, 29% turning/angle, 4% access issues, 7% pedestrian Peak hours 3–6pm. Crashes decreased from 2003 – 2005. | NEW Rebuild intersection, manage accesses | $2,300,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 2.48 | 2.81 | 38,800 | 25 | 0 | 71.79 | 08/24/06 | SE 34th, SE 36th Ave (unlit) / This is an urban/residential highly congested 4 lane highway with some turn pockets and some center medians to prevent left turns | A Preservation project included this location (Key 10731, 2005, $3.3 million) and improved pavement, signs, alignment and delineation | $3,288,587 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 73 crashes total, 1 inj A ('04, ped) 80% rear end, 3% access mgmt issues. 47% wet/icy. Peak times 3pm – 6pm. This area worsened from 2002 to 2005. | NEW Continue access management (34th Ave) | $1,130,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | NEW Continue access management (36th Ave) | $980,000 | None | |||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 2.81 | 3.02 | 39,700 | 47 | 0 | 78.25 | 08/24/06 | SE 39th Ave (signal) / Urban, congested 4 lane hwy with some turn pockets. (2001–2005) 165 crashes, 3 inj "A" (turning, 2 from driveways) | A Preservation project included this location (Key 10731, 2005, $3.3 million) and improved pavement, signs, alignment and delineation Project added traffic separators for limited queues here. | $3,288,587 | None |
| 1 | 02B | US–26 | 026 | 1 | 50% turn/angle crashes 31% were access or driveway related. 42% were rear end / SS–Overtaking crashes.Crashes decreased from 2002 – 2005. | NEW Rebuild intersection, manage accesses | $2,300,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 3.36 | 3.67 | 40,500 | 27 | 0 | 72.56 | 08/24/06 | Foster Rd, SE 50th SE 52nd (all signals) / 4 lanes with turn pockets, and businesses in the area with access issues. 5 streets come together at this point causing conflicts. | A Preservation project went to 50th Ave (Key 10731, 2005, $3.3 million) that improved pavement, signs, alignment and delineation. Added a Bus Only area also. | $3,288,587 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 136 crashes, 3 inj "A" ('05, '05, '04) 60% were rear end/SS–Overtaking 6% were driveway/access related. Peak hours were from 3 – 6 pm. Crashes decreased from 2003 – 2005. | A second Preservation project starts at 51st Ave (Key 13712, 2008, $1.9 million) and will improve pavement, signs, alignment and delineation | $1,850,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | NEW Continue access management. | $1,700,000 | None | |||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 4.44 | 4.61 | 28,600 | 20 | 0 | 67.94 | 08/24/06 | SE 71st Ave, 72nd Ave (signals) / urban/residential 4 lane hwy with turn pockets, two signalized intersections off set 211 ft from each other | A Preservation project includes this location (Key 13712, 2008, $1.9 million) and will improve pavement, signs, alignment and delineation | $1,850,000 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 63 crashes 3 Inj A's, 2 turns ('03, '04) 1 head on ('04) 32% wet/icy 6% access related, 41% rear end/SS–O, 56% turn/angle. Peak hours 3–6pm. Crashes decreased 2003 – 2005. | NEW Fix offset of 71st & 72nd make one modern signalized intersection | $4,600,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | NEW (Smaller) Coordinate signals and upgrade | $346,000 | None | |||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 4.94 | 5.18 | 30,400 | 69 | 0 | 84.67 | 08/24/06 | 82nd Ave (signal) / This is a very congested signalized intersection with lots of pedestrian traffic, 2 bus stops on 82nd (NB & SB). Businesses on each corner, and 5 lanes in all four directions. | A City of Portland project (Key 12149, 2005, $226,000, State Farm HEP funded) replaced and updated the signal. | $226,000 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 159 crashes, 1 Fatal (Ped, '01), 1 Inj A ('04, angle) 25% wet/icy 49% rear end/SS–O, 46% turn/angle, 29% access related issues. Peak hours noon – 6 pm. 2003 was the high crash year. | NEW Access management project (driveways, etc too close to intersection) | $3,100,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | NEW Modernize 82nd Ave to improved 5 lane section at this location | $6,500,000 | None | |||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 5.50 | 5.68 | 42,200 | 56 | 0 | 67.52 | 08/24/06 | SE 92nd Ave (signal) / Back up I–205 ramp just to the east. Vehicles driving WB can't turn onto I–205 SB and so turn around at 92nd to access the SB ramp. One through lane on the mainline. | A Preservation project includes this location (Key 13712, 2008, $1.9 million) and will improve pavement, signs, alignment and delineation | $1,850,000 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 126 crashes 1 inj "A" (driveway) 71% rear end/SS–O, 25% turning/angle, 6% access related. Peak hours. 3pm – 6pm Crashes decreased from 2002 – 2005 | NEW Modernize I–205/Powell interchange, build braided ramps on 205 to Division, and add Powell lanes. Reduces congestion on Powell. | $62,000,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 7.11 | 7.30 | 20,100 | 54 | 0 | 81.37 | 08/24/06 | SE 122nd Ave (signal) / Congested signalized intersection. The highway crosses a five lane roadway with businesses, nearby to apartments with multiple access points and pedestrian traffic, | NEW A Project to modernize 122nd to 136th has recently been scoped. This would create the section of the 5–lane modern roadway described in the ALTERNATE below. | $17,508,780 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 128 crashes, 4 pedestrians, 1 inj "A" (rear end). 54% rear end/SS–Overtake, 40% turn/angle, 26% access issues. Peak hours were 12pm to 6pm, Crashes declined from 2002 – 2005. | ALTERNATE Make Powell a modern 5–lane section from I–205 to 176th Ave, $270 million. Could stage construction through a modern 3 lane section first ($180 million, but another $120 million to complete stage 2) | $254,000,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 7.81 | 8.07 | 22,300 | 42 | 1 | 78.68 | 08/24/06 | SE 136th (signal) / 3 lane congested signalized intersection with numerous businesses and apartments in vicinity. East of the intersection is a blind curve. | NEW A Project to modernize 122nd to 136th has recently been scoped. This would create the section of the 5–lane modern roadway described in the ALTERNATE below. | $17,508,780 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 100 crashes, 3 peds. 1 fatal ('01, EB)57% rear end/SS–Overtake, 38% turn/angle, 16% access related. Peak crash hours 3pm – 9pm. The highest crash year was 2002. | NEW (smaller option) Channelize / improve side street & access management | $2,940,000 | None | ||||||||
| 1 | 02B | US–26 | 026 | 1 | ALTERNATE Make Powell a modern 5–lane section from I–205 to 176th Ave, $270 million. Could stage construction through a modern 3 lane section first ($180 million, but another $120 million to complete stage 2) | $254,000,000 | None | |||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 8.46 | 8.62 | 20,500 | 17 | 0 | 55.51 | 08/13/07 | SE 148th (signal) / 3 lane congested signalized intersection with numerous businesses and apartments in vicinity. | ALTERNATE Make Powell a modern 5–lane section from I–205 to 176th Ave, $270 million. Could stage construction through a modern 3 lane section first ($180 million, but another $120 million to complete stage 2) | $254,000,000 | None |
| 1 | 02B | US–26 | 026 | 1 | (2002–2006) 34 crashes, 1 inj A (06 rear end). 65% rear end/SS–O. 27% turn/angle. Peak hours 3 – 6pm. Crashes have increased slightly since 2004. | |||||||||||
| 1 | 02B | US–26 | 026 | 1 | MT. HOOD | 9.78 | 9.96 | 22,300 | 48 | 0 | 76.46 | 08/24/06 | SE 174th Ave (signal) / Urban to rural three lane signalized intersection with some business access to Powell. Speed picks up a great deal at this point which is the "west end" of Gresham. | ALTERNATE Make Powell a modern 5–lane section from I–205 to 176th Ave, $270 million. Could stage construction through a modern 3 lane section first ($180 million, but another $120 million to complete stage 2) | $254,000,000 | None |
| 1 | 02B | US–26 | 026 | 1 | (2001–2005) 125 crashes, 1 inj "A" ('03, rear end) 70% rear end/SS–Overtake, 29% turn/angle, 11% access related. Peak hours 3pm – 9pm. Crashes were highest in 2002. | |||||||||||
| 1 | 02C | US–26 | 026 | 1 | MT. HOOD | 14.49 | 14.65 | 33,700 | 5 | 0 | 60.46 | NOT ODOT | NO LONGER UNDER ODOT CONTROL Powell / Burnside (signal) |
Given to City of Gresham in 2006. ODOT owns US 26 from 25 feet east of this intersection proceeding eastward. |
||
| 1 | 02C | US–26 | 026 | 1 | 08/24/06 | Powell & Burnside (signal) / Congested large intersection with high speeds. Powell continues west, but US 26 turns SE on Burnside, which becomes the Mt Hood Highway. | NEW The City of Gresham is planning to add right turn "slip lanes" and modernize this intersection. | unk | None | |||||||
| 1 | 02C | US–26 | 026 | 1 | (2001–2005) 13 crashes, 3 peds, 1 inj "A" 15% Pedestrian, 46% rear end/SS–Overtake, 46% wet roads, 8% access related. 2004 was the highest crash year. | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 1.46 | 1.64 | 21,800 | 16 | 1 | 70.29 | 08/24/06 | SW 87th Ave (Signal) / An urban hwy, downhill with possible high speeds. Steady congestion peaking in AM and PM rush hours at a signalized intersection with numerous accesses to businesses. | NEW Close Canyon Drive – rebuild intersection, channelize, access management. | $4,700,000 | None |
| 1 | 02A | OR–8 | 029 | 1 | Crashes were split at 45% (18) each rear ends and turning with 3 fatal/Injury A's during turning crashes. 10% of the crashes were access related and 55% in the intersection. | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | During 2001 – 2005 the crash data has been average each year. 2004, 2005 and 2006 this area has been on the top 5% SPIS sites | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 2.76 | 2.85 | 27,000 | 25 | 0 | 56.27 | 08/13/07 | East side 217 connections / This is a very congested urban hwy intersecting with ramps to/from an urban freeway. Signalized intersection that is way over capacity. | NEW Replace TV Hwy ramps with Urban Diamond intersection under the 217 structure | $61,000,000 | None |
| 1 | 02A | OR–8 | 029 | 1 | 46 total, 1 inj A (2004). 50% rear end, 48% turning or crossing. Peak hours 3–6 pm (43%). Lowest crash year was 2005, otherwise flat. | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 2.85 | 3.03 | 42,600 | 55 | 0 | 73.09 | 08/24/06 | West side 217 connections WB to NB & SB; EB to SB 217 / Congested urban hwy. to hwy. interchange area with a signalized intersection that is well over capacity. | NEW Replace TV Hwy ramps with Urban Diamond intersection under the 217 structure | $61,000,000 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 131 crashes 4 inj A, 31% turning from the 217 interchange 58% rear ends. Going EB to OR–217 SB & OR–10 is a major issue while very few crashes were directed to 217 NB. | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | Going WB to OR–217 SB & OR–10 as well as to OR–217 NB were both peak areas. 21% (27) were during wet/icy conditions. Between the years of 2001 & 2005 this area has steadily worsened. | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 3.03 | 3.27 | 39,200 | 36 | 0 | 59.81 | 08/24/06 | Mall entrance, SW 117th Ave signal / Congested urban hwy. with many accesses and shopping mall, two traffic signals just east of MP 3.07. Of 86 crashes between 2001–2005 40 were EB and 27 WB | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | 73% were rear ends with 1 inj A. Turning was 14% of crashes including 1 inj A. 6% were access mgmt issues and 44% were in the intersection. 85% were daylight and have not improved in those years. | NEW Widen road to 6 lanes from freeway past 117th. Install traffic separator from 117th east | $6,300,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 3.93 | 4.10 | 32,900 | 25 | 0 | 69.00 | 08/24/06 | SW Hocken Ave (signal) / Urban highway, congested signalized intersection with a turn onto Farmington. (2001–2005) 53 crashes 2 were Injury A's, 2 were Ped's and 70% (37) rear ends. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | Peak hours between 3–6pm. 51% (27) were crashes in the intersection with 2 off roadway incidents. The data from 2001 – 2005 shows slight improvement in 2005. | NEW Widen Hocken, add double left turns westbound; rebuild intersection, improve RR crossing | $6,000,000 | Railroad issues | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 4.47 | 4.68 | 37,300 | 69 | 0 | 83.46 | 08/24/06 | SW Murray Blvd signal, SW 144th unlit / This urban congested hwy. MP is just prior to Murray Blvd which is a busy signalized intersection. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 165 crashes 45% (74) were turning with 1 Injury A and 45% (74) rear ends. 22% (37) were access issues and 3 off roadway crashes. This area shows conditions worsening. | NEW Access management, including traffic separators at Murray Blvd. A Sept 2005 project ($10,000) added a traffic separator to prohibit left turns into and out of 144th. | $78,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | NEW Replace intersection with arterial interchange. | $22,000,000 | Railroad issues | |||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 5.75 | 5.94 | 39,500 | 46 | 0 | 77.89 | 08/24/06 | SW 170th signal / This site is at a signalized intersection in an urban possible high speed area. (2001–2005) 74 crashes 2 were Injury A's one of which was a Ped. | A recent County project improved 170th Ave, including this intersection. | $33,400,000 | None |
| 1 | 02A | OR–8 | 029 | 1 | 26% (20) were in wet/icy conditions peaking at the evening rush hour. 3 were access issues and 3 were off roadway. Between 2001 & 2005 crashes stayed fairly even. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,500,000 | Railroad issues | |||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 6.17 | 6.35 | 39,400 | 41 | 0 | 61.98 | 08/24/06 | SW 178th / This is an urban hwy. with a medium amount of access yet continued to get a lot worse in 2004 & 2005. | A new median island, partly built for pedestrian safety, was completed in 2003 | $20,000 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 36 crashes 2 were Ped Injury A's fairly evenly distributed throughout the day. 11 at the intersection, 22 on straight roadway, 1 access related, 2 off roadway | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,500,000 | Railroad issues | |||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 6.49 | 6.67 | 39,300 | 65 | 0 | 81.95 | 08/24/06 | SW 185th Ave signal & legs / Congested urban hwy with a traffic signal on 185th Crashes are spread evenly from 6AM – 9PM in daylight and dry conditions with 21 during wet/icy conditions. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 95 crashes 61% (58) rear ends, 11% (10) SS–O and 20% (19) turning. 7 were access related and 2 off roadway. For 2001– 2005 crashes have stayed about the same. | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,500,000 | Railroad issues | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 7.19 | 7.39 | 39,100 | 62 | 0 | 81.40 | 08/24/06 | SW 198th Ave, (signal) / Congested urban hwy. with a signal, a number of business accesses nearby | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 102 crashes, 2 inj A, (angle, rear end). 71% rear ends, 18% turning/angle, Peak hours 12–6pm, 21% wet/icy conditions & 8% relate to access issues. Crashes were flat 2001–2005 | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,500,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 8.23 | 8.44 | 42,500 | 39 | 0 | 75.70 | 08/24/06 | SW 219th to 221st / Rural/residential to the south and agriculture to the north with RR crossing aligned with highway. WB has many business accesses near the intersection | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | EB traffic has no turn pocket to businesses and so use the traffic signal left turn bay. Vehicles leaving those businesses conflict with EB traffic. 16% of 68 total crashes are access issues. | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,500,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | 18% were turning, 59% rear ends, 34% intersections 3% Injury A's / fatal 1 head on and 1 turning. Crashes have increased between 2001 2005 | |||||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 8.72 | 8.90 | 37,300 | 23 | 1 | 59.54 | 08/13/07 | SW 229th / SE 67th (signal) / 4 lane urban signalized intersection with businesses and apartments in vicinity. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2002–2006) 41 crashes, 1 fatal 2006 crossing highway N–S. 32% of crashes were turns and 56% were rear ends. Peak hours 12pm – 9pm. Trend seems to be staying steady |
NEW Modernize to 7 lanes, improve intersection, add median barriers and other access management | $6,500,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 9.64 | 9.82 | 34,800 | 44 | 0 | 62.53 | 08/24/06 | Brookwood/Witchhazel / Rural residential hwy. with 2 traffic signals 316 ft. apart. There have been 2 Injury A's – 1 turning and 1 rear end, of 80 total crashes between 2001–2005. | A County project (complete in 2008) will remove the Witch Hazel traffic signal and create a new RR crossing at Brookwood http://www.co.washington.or.us/deptmts/lut/cap_proj/witchhazel.htm | $9,360,000 | Railroad issues |
| 1 | 02A | OR–8 | 029 | 1 | 84% rear ends, 13% turning. Peak hours 12–6pm 56% intersection and 5% were driveway or access issues. During those years this area has shown a steady worsening of crashes. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,500,000 | None | |||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 11.19 | 11.37 | 26,800 | 36 | 0 | 77.61 | 08/24/06 | SE 21st / Minter Bridge Road / This is a rural/residential hwy. with a signalized intersection @ SE 21st Ave. | A preservation project (Key 10680, 2003, $556K) improved pavements, signals, signs and striping | $554,931 | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 88 total crashes. 68% were rear ends, 31% in wet/icy conditions with 3 injury A's – all rear ends. Peak crash hours were 3–6pm. The stats have stayed about the same. | NEW Modernize to 7 lanes, add median barriers and other access management / cost is per intersection | $6,900,000 | Railroad issues | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 11.63 | 11.82 | 32,600 | 37 | 0 | 76.92 | 08/24/06 | River Road, SE 13th / Rural residential hwy. with a signal about 1200 ft. prior to another congested signalized intersection entering a shopping center and a city park. | NEW Square intersection; improve RR crossing | $2,900,000 | Railroad issues |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 68 crashes 66% were rear ends with 1 fatal WB. 7% were access issues, 28% wet/icy conditions. Crashes have grown increasingly worse each year. | NEW Modernize to 7 lanes, add median barriers and other access management / cost is in addition to above. | $5,300,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 12.27 | 12.53 | 33,000 | 59 | 0 | 79.37 | 08/24/06 | OR 8 at SE Walnut, Oak St / Urban highly congested hwy. with many businesses. Intersection where the hwy turns onto a split roadway (city arterial) for 1½ miles with 15 signalized intersections. | A new preservation project is being scoped from Minter Bridge Road to Forest Grove. (No key # yet, 2011) which will improve pavements, signals, signs and striping | scoping | None |
| 1 | 02A | OR–8 | 029 | 1 | (2001–2005) 115 crashes 48% turning/ crossing, 41% rear ends, 27% were wet/icy, 11% access related, Peak hours are 9AM–9PM, with 12–6PM being the worst. Crashes have stayed flat. | NEW Access management; maintain urbanized "small town" setting | $2,900,000 | None | ||||||||
| 1 | 02A | 029 | 1 | TUALATIN VALLEY – WESTBOUND Roadway 1 –– Baseline |
13.03 | 13.13 | 19,300 | 24 | 0 | 57.66 | 08/24/06 | SE 3rd (signal) SE 4th / Congested urban hwy, here 2 one–way split arterials. (2001–2005) 43 crashes, 2 inj A (2002, 2005) 63% were turning/ crossing, 2% pedestrians, 28% rear end/SS–Overtake. | A new preservation project is being scoped from Minter Bridge Road to Forest Grove. (No key # yet, 2011) which will improve pavements, signals, signs and striping | scoping | None | |
| 1 | 02A | 029 | 1 | 87% were during the day peaking in the evening rush hour. Between 2001–2005 conditions have worsened a bit. | NEW Install 3 signal heads at 2nd Ave and 3 signal heads at 3rd Ave. | $65,000 | None | |||||||||
| 1 | 02A | 029 | 1 | TUALATIN VALLEY – WESTBOUND Roadway 1 –– Baseline |
13.20 | 13.39 | 17,400 | 43 | 0 | 75.02 | 08/24/06 | Hwy 219 and RR tracks at Adams / Congested split hwy at a signalized intersection 420 ft. west of Hwy 219 with RR crossing tracks parallel on the north side. | A new preservation project is being scoped from Minter Bridge Road to Forest Grove. (No key # yet, 2011) which will improve pavements, signals, signs and striping | scoping | None | |
| 1 | 02A | 029 | 1 | (2001–2005) 87 crashes 66% were turn/angle with 1 Injury A; 10% were access related and 69% in the intersection. Peak hours 12–6pm. Site has gotten a bit worse from 2001–2005. | NEW Access management at Adams / improve RR crossing | $900,000 | Railroad issues | |||||||||
| 1 | 02A | 029 | 1 | NEW Channelize 219, access management | $5,000,000 | None | ||||||||||
| 1 | 02A | 029 | 1 | TUALATIN VALLEY – WESTBOUND Roadway 1 –– Baseline |
13.83 | 14.01 | 16,000 | 22 | 0 | 75.40 | 08/24/06 | West Main St / An urban congested hwy. at a signalized intersection, near the west end of a split roadway. | A new preservation project is being scoped from Minter Bridge Road to Forest Grove. (No key # yet, 2011) which will improve pavements, signals, signs and striping | scoping | None | |
| 1 | 02A | 029 | 1 | (2001–2005) 34 crashes 47% were turn/angle; 32% in wet/icy conditions; 3–6pm is the peak time. 15% were access related. No significant changes from 2001–2005. | NEW Chop off building at SE corner of intersection for better visibility, upgrade signal lenses to 12", access management | $2,570,000 | None | |||||||||
| 1 | 02A | OR–8 | 029 | 1 | TUALATIN VALLEY | 17.78 | 17.96 | 38,600 | 25 | 0 | 71.82 | 08/24/06 | Quince St & spur to Forest Grove (signal) / Congested rural residential hwy that intersects with OR–47 at a signalized intersection and is ½ mile west of a 2–way split. | A preservation project from Quince St to Gaston (Key 10679, 2005, $2.9 million) improved pavements, signals, signs and striping | $2,880,665 | None |
| 1 | 02A | OR–8 | 029 | 1 | Speed zone increases within that ½ mile could cause speed to be a factor.(2001–2005) 35 crashes 66% rear ends, 1 Injury A. | NEW Install a double left turn lane west to south | $3,700,000 | None | ||||||||
| 1 | 02A | OR–8 | 029 | 1 | 29% turn/crossing, 43% intersection related and 11% access related. 23% wet/snow conditions. Peak hours for crashes 12–6pm. | NEW Install a right turn lane from TV Hwy EB to OR–47 NB | $2,200,000 | None | ||||||||
| 1 | 02A | OR–47 | 029 | 1 | TUALATIN VALLEY | 18.47 | 18.65 | 12,300 | 16 | 1 | 73.53 | 08/24/06 | Maple St & Fern Hill Rd / Rural residential hwy just beyond a major intersection and a slow curve. (2001–2005) 15 crashes, 2 fatal (both Ped) and 1 Injury A. | A recent ODOT Traffic project in 2006 improved delineation and installed a flashing red beacon | $16,500 | None |
| 1 | 02A | OR–47 | 029 | 1 | 27% were in wet/snow conditions, 67% were turn/angle related. Peak hours 3–6pm. 7% were access issues and 73% at the intersection. This area has gotten a lot worse over time. | A preservation project from Quince St to Gaston (Key 10679, 2005, $2.9 million) improved pavements, signals, signs and striping | $2,880,665 | None | ||||||||
| 1 | 02A | OR–47 | 029 | 1 | NEW Install signal; square up intersection | $3,210,000 | None | |||||||||
| 1 | 02A | 029 | 2 | ROADWAY 2 – TUALATIN VALLEY Eastbound Only –– Oak St |
12.95 | 13.13 | 20,500 | 22 | 0 | 60.50 | 08/24/06 | SE 3rd Ave / Congested urban hwy, here a one–way split urban arterial. (2001–2005) 39 crashes, 72% were turning/angle, 3% pedestrians, 13% rear ends | A new preservation project is being scoped from Minter Bridge Road to Forest Grove. (No key # yet, 2011) which will improve pavements, signals, signs and striping | scoping | None | |
| 1 | 02A | 029 | 2 | 87% were during the day peaking in the evening rush hour. Between 2001–2005 conditions have worsened a bit. | NEW 3 new signal heads at 3rd Ave – 1 per lane (pole & engineering) | $32,000 | None | |||||||||
| 1 | 02A | 029 | 2 | ROADWAY 2 – TUALATIN VALLEY Eastbound Only –– Oak St |
13.13 | 13.30 | 20,500 | 44 | 0 | 76.85 | 08/24/06 | Hwy 219 and Adams / Urban high density split hwy. that connects to Hwy 140 (OR 219) at a signalized intersection. (2001–2005) 57 crashes 72% were turn/ crossing, 74% were in the intersection | A new preservation project is being scoped from Minter Bridge Road to Forest Grove. (No key # yet, 2011) which will improve pavements, signals, signs and striping | scoping | None | |
| 1 | 02A | 029 | 2 | 12% were access related. 82% crashes in day time with 28% in wet/icy conditions. Crashes increased a lot in 2005. | NEW Access management at Adams / improve RR crossing | $800,000 | Railroad issues | |||||||||
| 1 | 02A | 029 | 2 | NEW Access management / channelize Hwy 219 | $2,900,000 | None | ||||||||||
| 1 | 02A | OR–10 | 040 | 1 | BEAVERTON–HILLSDALE | 0.97 | 1.23 | 32,300 | 59 | 0 | 82.20 | 08/24/06 | 217/B–H Hwy ramps (2 signals) + SW 110th signal / Updated 5–lane urban hwy. (OR 10) at frontage rd. on–ramp used to connect to NB 217. Nearby recent development and shopping centers. | In 2003 a 6 million dollar project improved intersections, upgraded signals, increased lane visibility and added bike lines East of Hwy 217. | $6,000,000 | None |
| 1 | 02A | OR–10 | 040 | 1 | (2001–2005) 179 total. 2 inj A, 2002,2005. 53% rear–end, 42% turning/crossing. Peak hours are noon – 6 PM (55%). Crashes declining since 2003. | In 2005 a large project upgraded OR–10 and ramps for Hwy 217. This upgraded signals, improved traffic loop detectors and added sidewalks/bike lane below Hwy 217. | $1,200,000 | None | ||||||||
| 1 | 02A | OR–10 | 040 | 1 | NEW Replace B–H Hwy ramps with Urban Diamond intersection under the 217 structure | $51,000,000 | None | |||||||||
| 1 | 02A | OR–10 | 040 | 1 | BEAVERTON–HILLSDALE | 1.23 | 1.41 | 32,000 | 30 | 0 | 74.55 | 08/24/06 | SW 107th signal / Large number of local accesses to large grocery outlets and restaurants. One store diverts 100% of its traffic to the intersection. | In 2003 a project improved intersections, upgraded signals, increased lane visibility and added bike lines East of Hwy 217. The project added a traffic separator/island with a left turn pocket. | $6,000,000 | None |
| 1 | 02A | OR–10 | 040 | 1 | The other store diverts all left turn traffic and 50% of normal traffic to intersection. Steady increase in crashes through 2005. 20% are during wet conditions. Most accidents occur from 12–6PM. | A recent ODOT Traffic project in 2006 installed a traffic separator and improved access management issues. | $30,000 | None | ||||||||
| 1 | 02A | OR–10 | 040 | 1 | (2001–2005) 46 crashes, 2 inj A (05 head on, 05 rear end). 28$ access related issues. 57% rear end/ SS–O 37 % turn/angle Peak hours noon – 3pm. Crashes have increased steadily since 2002. | |||||||||||
| 1 | 02A | OR–10 | 040 | 1 | BEAVERTON–HILLSDALE | 1.41 | 1.58 | 32,000 | 34 | 0 | 69.04 | 08/24/06 | 103rd & Western Ave (signal) / Local access and offset of alignment of 103rd create hazards for motorists and bicycles, and confusion when entering and exiting hwy. | In 2004 a project improved intersections, upgraded signals, increased lane visibility and added bike lines East of Hwy 217. | $6,000,000 | None |
| 1 | 02A | OR–10 | 040 | 1 | (2001–2005) 36 total, 2 inj A (ped 2001, turning 2003) 54% rear end/ SS–O. 41% turning/ crossing. 19% driveway / access issues. Peak hours 12–6pm (66%). Peak crash years were 2002 and 2004. | A recent ODOT Traffic project in 2007 installed a permissive yellow signal feature | $15,000 | None | ||||||||
| 1 | 02A | OR–10 | 040 | 1 | NEW Realign or close 103rd Ave, plus access management | $5,000,000 | None | |||||||||
| 1 | 02A | OR–10 | 040 | 1 | BEAVERTON–HILLSDALE | 1.98 | 2.09 | 28,900 | 16 | 2 | 62.21 | 08/13/07 | SW 91st, Jesuit High School (signal) / 4 lane urban highway. Left turn lanes in all 4 directions, congested with school traffic. Many teen drivers due to its proximity to Jesuit high school. | In 2004 a project improved intersections, upgraded signals, increased lane visibility and added bike lines East of Hwy 217. | $6,000,000 | None |
| 1 | 02A | OR–10 | 040 | 1 | 26 total, 2 fatals (02 turning 06 ped) 42% turning, 39% rear end/SS–O, 8% peds. 42% access related issues Peak hours were 12pm to 3pm (after school). Crashes peaked in 2004. | NEW Remove sidewalk across parking lot entrance; delineate as a regular street intersection with crosswalk | $20,000 | None | ||||||||
| 1 | 02A | OR–10 | 040 | 1 | NEW Widen school parking lot driveway to improve turn storage; improve SW 91st side street; access management | $700,000 | None | |||||||||
| 1 | 02A | OR–10 | 040 | 1 | BEAVERTON–HILLSDALE | 3.04 | 3.23 | 29,900 | 51 | 0 | 66.07 | 08/24/06 | Scholls Ferry & Oleson signals / OR 10 and Scholl's Ferry Rd is 5–way intersection with another intersection (Oleson Rd) 0.3 mile west, a 4–way intersection. | In 2004 a project improved intersections, upgraded signals, increased lane visibility and added bike lines East of Hwy 217. | $6,000,000 | None |
| 1 | 02A | OR–10 | 040 | 1 | Substandard geometry also causes conflicts. Local access is a problem, with many driveways just feet from intersection. | NEW A Washington County project begins its first phase in 2007 to improve this intersection | unk | None | ||||||||
| 1 | 02A | OR–10 | 040 | 1 | (2001–2005) 124 crashes. 47% rear end/SS–O, 48% turn/angle. 15% access related Peak hours 3–6 pm. Crashes fell slightly 2002–2005 | |||||||||||
| 1 | 02A | US–26 | 047 | 1 | SUNSET –– EASTBOUND ONLY |
0.00 | 0.00 | 73,500 | 39 | 0 | 71.65 | 08/13/07 | EB Sunset highway at the Zoo exit, and backup from traffic at the tunnel. / Urban 6 lane divided highway | Recent police enforcement of no lane changes for drivers in this area has been successful at raising awareness of safety issues | $25,000 | None |
| 1 | 02A | US–26 | 047 | 1 | (2002–2006) 56 total, 1 inj A (2004). 86% Rear end, 13% SS–O. Peak hours 6–9 am 27% and 6–9 pm 21%. Crashes steadily increasing since 2002. | NEW On east side of tunnel, add a second lane to reach 405 southbound. (Problem here is backup through the tunnel) | $3,600,000 | None | ||||||||
| 1 | 02A | US–26 | 047 | 1 | SUNSET –– WESTBOUND |
72.37 | 72.55 | 74,380 | 35 | 0 | 65.49 | 08/24/06 | WB Zoo off ramp /Congested urban 4 lane WB Freeway leaving City center with up hill climbing lanes. During peak hours it's often gridlocked. | A recent project – Sylvan phase 3 (Key 13069, 2005, $33 million) rebuilt the mainline & replaced Canyon Rd O'xing. Widened hwy to 3 lanes ea. way. | $32,801,000 | None |
| 1 | 02A | US–26 | 047 | 1 | (2001–2005) 48 total, 1 inj A (2004). 69% rear end/ SS–O, 25% were off road crashes. 50% were wet weather. Peak hours 3pm to 6pm. This site has grown steadily worse. | A recent project (Key 13459, 2006, $37 million) added a traveling lane and repaved Cornell – Murray, reducing congestion here. |
$37,699,000 | None | ||||||||
| 1 | 02A | US–26 | 047 | 1 | SUNSET –– WESTBOUND |
72.84 | 73.10 | 74,380 | 20 | 0 | 67.81 | 08/24/06 | WB Middle of climbing lanes / A 4 lane Freeway in an urban area leaving the City center in congested up hill climbing lane, during peak rush hrs. it's often at a gridlock. |
A recent project – Sylvan phase 3 (Key 13069, 2005, $33 million) rebuilt the mainline & replaced Canyon Rd O'xing. Widened hwy to 3 lanes ea. way. | $32,801,000 | None |
| 1 | 02A | US–26 | 047 | 1 | (2001–2005) 87 total, 2 inj A. 80% were rear end/ SS–Overtaking with 40% wet/snow conditions. Hours steady but peak 3pm to 6pm 25%. Crashes declined since 2003 | A recent project (Key 13459, 2006, $37 million) added a traveling lane and repaved Cornell – Murray, reducing congestion here. |
$37,699,000 | None | ||||||||
| 1 | 02A | US–26 | 047 | 1 | SUNSET –– EASTBOUND ONLY |
74,720 | 49 | 0 | 75.13 | 08/24/06 | EB at Off ramp to Jefferson St / A 5 lane Freeway entering the City center in a downhill highly congested area that is over capacity, often at a gridlock. | NEW Widen Sunset Tunnel (both directions) and re–build I 405 connections. | $985,000,000 | None | ||
| 1 | 02A | US–26 | 047 | 1 | (2001–2005) 189 crashes, 1 inj A. 92% were rear end/ SS–Overtaking, 47% wet/icy conditions, Peak hrs were 3pm – 6pm Site has improved in the last 5 years. | NEW On east side of tunnel, add a second lane to reach 405 southbound. (Problem here is congestion through the tunnel) | $3,600,000 | None | ||||||||
| 1 | 02A | US–26 | 047 | 1 | ROADWAY 1 ONLY SUNSET EASTBOUND |
73.33 | 73.83 | 70,500 | 89 | 0 | 81.64 | 08/13/07 | EB In tunnel + 405 connections east of tunnel. Urban freeway tunnel, high speed entry to multiple ramps in a no lane change zone. Often at a gridlock during all hours. | NEW Widen Sunset Tunnel (both directions) and re–build I 405 connections. | $985,000,000 | None |
| 1 | 02A | US–26 | 047 | 1 | EB stats: | 88 | 0 | 81.51 | (2002–2006) 359 total, 4 inj A (2–2004, 2–2006). 93% rear end/ SS–O. 43% wet roads, peak hours 9am–6pm (66%). Crashes have increased since 2004. | NEW On east side of tunnel, add a second lane to reach 405 southbound. (Problem here is congestion through the tunnel) | $3,600,000 | None | ||||
| 1 | 02A | I–405 | 061 | 1 | STADIUM FREEWAY –– NORTHBOUND |
0.84 | 1.09 | 44,140 | 17 | 0 | 67.56 | 08/24/06 | NB 6th Ave off ramp / Entering traffic from I–5 creates congestion. Cars continue to weave to stage themselves for the 6th Ave. off ramp while I–5/I–405 transition creates a back up. | A planned Preservation project includes this location (Key 13704, 2009, $6 million) and will improve pavement, signs and striping. | $6,000,000 | None |
| 1 | 02A | I–405 | 061 | 1 | (2001–2005) 30 crashes; 1 inj A (rear end) 21 of the 30 crashes were Rear Most of the crashes occurred between 3pm and 6pm. Crashes decreased from 2002 – 2006. | NEW Make 6th ave. drop lane a through lane up to the Sunset Hwy (Hwy 26) ramps | $27,000,000 | None | ||||||||
| 1 | 02A | I–405 | 061 | 1 | NEW Close 4th Ave off ramp to reduce weaving conflicts and related congestion | $920,000 | Out of direction travel; business interests | |||||||||
| 1 | 02A | I–205 | 064 | 1 | EAST PORTLAND FWY –– SOUTHBOUND ONLY | 0.00 | 0.00 | 42,980 | 10 | 0 | 56.43 | 08/13/07 | SB I–205 uphill grade out of West Linn – Oregon City / Rural freeway with 2 other hwys feeding into it | NEW Add a climbing lane SB for trucks (CHECK) | $19,500,000 | None |
| 1 | 02A | I–205 | 064 | 1 | (2002–2006) 12 total, 2 inj A (2004,2005) 75% rear end, 17% fixed and 17% off roadway. 58% wet roads. Peak hours noon–6 pm (75%). Worst years were 2004 and 2006. | |||||||||||
| 1 | 02B | I–205 | 064 | 1 | A Modernization project built the Sunnybrook Interchange, braided ramps and improved this location as well (Key 12522, 2004, $23.7 million) | $23,700,172 | None | |||||||||
| 1 | 02B | I–205 | 064 | 1 | EAST PORTLAND FWY –– SOUTHBOUND ONLY | 0.00 | 0.00 | 72,860 | 6 | 0 | 60.57 | 08/24/06 | SB North of Sunnyside multi–lane off ramp / Urban/ Business/ commercial area with over–capacity, congested, 6 lane highway approaching a recent project adding an interchange. | A Preservation project included this location (Key 10693, 2006, $17.5 million) and improved pavement, signs, alignment and delineation. | $17,543,624 | None |
| 1 | 02B | I–205 | 064 | 1 | (2001–2005) 10 crashes, 3 Inj A's (2 rear end, 1 Ped) 70% rear end/SS–O. 60% wet roads in day light. Peak hours 3pm – 6pm. Crashes decreased from 2004 – 2005 | A Modernization project built the Sunnybrook Interchange, braided ramps and improved this location as well (Key 12522, 2004, $23.7 million) | $23,700,172 | None | ||||||||
| 1 | 02B | I–205 | 064 | 1 | EAST PORTLAND FREEWAY –– NORTHBOUND | 18.03 | 18.31 | 77,650 | 34 | 0 | 63.43 | 08/24/06 | NB on ramp from Foster Rd / heavily congested urban area where ramps cross two 4–lane roads to get through intersections. | A recent Preservation project (Key 10693, 2004, $17.5 million) Repaved NB & SB lanes on bridges and select interchange ramps & frontage roads; structurally overlayed 10 bridges. | $17,543,624 | None |
| 1 | 02B | I–205 | 064 | 1 | (2001–2005) 83 crashes 83% were rear ends/SS–Overtake crashes (1 Injury A). Traffic peaks 3–6pm. Data shows much improvement in 2005. | NEW Build Auxiliary lanes from Foster to Powell to reduce congestion. ($20 million if both were done at once.) | $11,000,000 | None | ||||||||
| 1 | 02B | I–205 | 064 | 1 | NEW Build Auxiliary lanes from Foster to Powell to reduce congestion. ($20 million if both were done at once.) | $11,000,000 | None | |||||||||
| 1 | 02B | I–205 | 064 | 1 | EAST PORTLAND FREEWAY –– NORTHBOUND | 18.75 | 18.93 | 77,650 | 25 | 0 | 58.00 | 08/24/06 | NB Off–ramps to Powell US 26 (South side) / High volume urban highway to highway interchange with congestion due to issues on Powell Blvd. (US–26) | A recent Preservation project (Key 10693, 2004, $17.5 million) Repaved NB & SB lanes on bridges and select interchange ramps & frontage roads; structurally overlayed 10 bridges. | $17,543,624 | None |
| 1 | 02B | I–205 | 064 | 1 | (2001–2005) 39 crashes 83% rear end/ SS–O, 1 Injury "A", 33% wet roads. Peak times were AM & PM rush hours. Crashes got a little worse between 2003 & 2005 | NEW Build Auxiliary lanes from Foster to Powell to reduce congestion. ($20 million if both were done at once.) | $11,000,000 | None | ||||||||
| 1 | 02B | I–205 | 064 | 1 | ALTERNATE Auxiliary lanes handle capacity and reduce congestion. This would add a lane each way from I–5 to the I–205 Columbia River Bridge. | $3,000,000,000 | None | |||||||||
| 1 | 02B | I–205 | 064 | 1 | EAST PORTLAND FREEWAY –– NORTHBOUND | 20.81 | 21.01 | 62,370 | 15 | 0 | 57.70 | 08/13/07 | NB I–205 at connector to I–84 WB / Urban 6 lane divided freeway. Multiple on– and off–ramps interlace in this area. | Ramp meters were installed at Glisan in 2006 and should help to reduce congestion and traffic conflicts. | $250,000 | None |
| 1 | 02B | I–205 | 064 | 1 | (2002–2006) 31 total, 2 inj A (both 2006) 81% rear end, 16% SS–O Peak hours 3–6pm 45%.. Crashes increased steadily since 2002 | A recent Preservation project (Key 11942, 2006, $12 million) paves I–205 from Harold St. to Columbia River; adjust inlets, does various traffic loop & traffic counter upgrades and overlays 7 bridge structures. | $12,000,000 | None | ||||||||
| 1 | 02B | I–205 | 064 | 1 | NEW Build Auxiliary lanes from Division to I–84 Eastbound to reduce congestion. Might require work on I–84 as well. | $40,000,000 | None | |||||||||
| 1 | 02B | I–205 | 064 | 1 | EAST PORTLAND FREEWAY –– NORTHBOUND | 20.22 | 20.42 | 88,250 | 30 | 0 | 56.86 | 08/24/06 | NB Wash St ramps (South side) / Urban 6–lane freeway with high volume businesses nearby. Heavy congestion during PM peak rush hour. | Ramp meters were installed at Glisan in 2006 and should help to reduce congestion and traffic conflicts. | $250,000 | None |
| 1 | 02B | I–205 | 064 | 1 | (2001–2005) 50 crashes 98% rear end/ SS–O, 40% wet/snow conditions. This area has got much worse as of 2005. | A recent Preservation project (Key 11942, 2006, $12 million) paves I–205 from Harold St. to Columbia River; adjust inlets, does various traffic loop & traffic counter upgrades and overlays 7 bridge structures. | $12,000,000 | None | ||||||||
| 1 | 02B | I–205 | 064 | 1 | NEW Build Auxiliary lanes from Division to I–84 Eastbound to reduce congestion. | $40,000,000 | None | |||||||||
| 1 | 02B | I–205 | 064 | 1 | EAST PORTLAND FREEWAY –– NORTHBOUND | 23.10 | 23.28 | 79,070 | 26 | 0 | 69.58 | 08/24/06 | NB only site. Off ramp to Sandy EB / Popular ramp on a fairly sharp right curve (poor geometry) just north of I–84 westbound traffic entering NB I–205, causing weaving conflicts. | A recent Preservation project (Key 11942, 2006, $12 million) paves I–205 from Harold St. to Columbia River; adjust inlets, does various traffic loop & traffic counter upgrades and overlays 7 bridge structures. | $12,000,000 | None |
| 1 | 02B | I–205 | 064 | 1 | (2001–2005) 66 crashes. 4 Inj A (3 rear, 1 head on) 91% rear end/SS–O 25% wet/icy conditions. Crashes peaked in the pm rush hours. 2001 and 20002 were the high crash years. | NEW Straighten the large curve on the ramp and freeway to improve visibility and reduce loss of control crashes. | $23,000,000 | Maywood Park residents concerns, livability issues | ||||||||
| 1 | 02B | I–205 | 064 | 1 | ALTERNATE Add auxiliary lanes each way from I–5 to the I–205 Columbia River Bridge for capacity and congestion. | $3,000,000,000 | None | |||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 2.33 | 2.51 | 29,500 | 14 | 0 | 62.15 | 08/13/07 | 82nd Ave at NE Wasco (signal), NE Multnomah (signal, off aligned), NE Hassalo (T), NE Holladay (regular) / 5 lane major urban arterial. | NEW Improve transit conditions: improve signing, curbing, move one bus stop off 82nd Ave, etc | $30,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2002–2006) 48 total, 2 inj A (2005 ped,2006) 10% access/driveway related issues. 48% turning or crossing, 41% rear end or SS–O. Peak hours noon–6 pm 58%. 2005 was highest crash year at 12. | NEW Add right turn lanes to Wasco; access management | $2,200,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 2.66 | 2.84 | 29,500 | 35 | 0 | 67.02 | 08/24/06 | NE Glisan (signal) / Congested urban highway arterial, many business access points. Drivers use this as a detour for I–205 N–S gridlocks. | NEW Upgrade signal | $160,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 93 crashes 1 Injury A (2003), 36% were turn/ crossing, 62% Rear end/SS–Overtake, 13% driveway/ access related. | NEW Improve access management, mostly on the west side | $2,200,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | 16% wet conditions. All peak time for crashes were between 12–6pm. Data shows steady improvement since 2001 then up a bit in 2005. | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 2.91 | 3.10 | 26,300 | 32 | 0 | 76.40 | 08/24/06 | NE Burnside (signal) / Congested urban highway arterial, many business access points. Drivers use this as a detour for I–205 N–S gridlocks. | NEW Access management / improve side streets | $2,650,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | Signalized 5–lane intersection. (2001–2005) 85 crashes, 1 Injury A. 50% were turn/ crossing 44% were Rear end/SS–O. 26% wet roads | NEW Add right turn lanes to Burnside plus access management | $2,500,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | Peak hours were noon–9pm. 15% driveway/ access related, 56% were intersection related. Data shows steady improvement since 2001 then up a bit in 2005. | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 3.16 | 3.37 | 26,300 | 36 | 0 | 77.74 | 08/24/06 | SE Stark, SE Washington (2 signals) / Congested urban highway arterial, many business access points. Drivers use this as a detour for I–205 N–S gridlocks. | NEW Widen 82nd Ave. and channelize left turn onto Washington WB | $6,200,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | 2 signalized 5–lane intersections. (2001–2005) 104 crashes 2 inj A,(2001,2004)36% were turn/ crossing, 62% were Rear end/SS–O. 29% wet conditions. | NEW Access management improvement | $2,200,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | Peak times 3–6pm. 5% driveway/ access issues, 70% were intersection related. Data shows good improvement in 2005. | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 3.38 | 3.54 | 26,900 | 23 | 0 | 61.11 | 08/24/06 | SE Yamhill (signal), SE Morrison / Congested urban highway arterial, many business access points. Drivers use this as a detour for I–205 N–S gridlocks. 4–lane signalized intersection. | NEW Create modern 5 lane facility with median curbs, access management, etc. | $4,000,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 48 crashes, 1 fatal (ped,2003) 1 inj A (2005) 44% turn/ crossing 52% Rear end/SS–O. Peak times 12–6pm. 2% driveway/access, Data shows steady worsening of conditions. | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 4.15 | 4.35 | 27,600 | 61 | 0 | 84.05 | 08/24/06 | SE Division (signal) / Congested urban highway arterial, many business access points. Division is 6 lanes intersecting 5 lanes on 82nd | NEW Create modern 5 lane facility with median curbs, access management, etc / Add right turn lanes north and south | $6,700,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | There is a high amount of on–street pedestrian activity. (2001–2005) 188 crashes, 2 inj A (2003). 34% were turn/ crossing 61% Rear end/SS–O. | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | Peak times 12–6pm. 18% access management issues. Crash data appears steady. | |||||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 4.59 | 4.86 | 27,100 | 82 | 0 | 87.95 | 08/24/06 | Powell Blvd (US 26) (signal) / Congested urban highway arterial. Drivers use this as a detour for I–205 N–S gridlocks. 5–lanes (each way) signalized intersection. Many pedestrians | A City of Portland project (Key 12149, 2005, $226,000, State Farm HEP funded) replaced and updated the signal. | $226,000 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 177 crashes, 1 inj A 2003. 49% turn/ crossing, 47% were Rear end/SS–O. 34% access related, 2 Ped crashes. 154 NB & 87 SB. Peak times 12–6pm. Data stays steady. | NEW Create modern 5 lane facility with median curbs, access management, etc / Add right turn lanes north and south / Consider double lefts onto Powell | $7,100,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | |||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 5.08 | 5.33 | 28,200 | 51 | 0 | 81.41 | 08/24/06 | SE Holgate signal, Boise St / A congested hwy. with a signalized intersection near Eastport Plaza shopping mall, in an urban setting with many business driveways & residential areas. | NEW Create modern 5 lane facility with median curbs, access management, etc / Add right turn lane northbound at Holgate | $4,000,000 | Cemetery – right of way issues |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 161 crashes 3 Injury A's (all SB, '03,'02,'02) 59% Rear end/SS–O, 36% turn/ crossing. 15% driveway/ access related | ALTERNATE Revert 82nd Avenue (Powell to Lombard) to a modern 3–lane section with bus turn–outs, bike lanes, medians | Est. $1 million less than the 5 lane section would cost | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | 45% were in an intersection. Peak times 12–6pm. Data stays fairly steady with highest rate in 2003. | |||||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 5.67 | 5.85 | 26,300 | 55 | 0 | 83.27 | 08/24/06 | SE Foster signal / A congested urban highway arterial with many business driveways. 4 lane hwy. with some turn pockets and signalized intersection near a major freeway interchange. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 162 crashes, 3 inj A (2001, 2003–ped, 2005) 51% Rear end/SS–O, 44% turn/ crossing. 41% at intersection. | NEW Already scoped for adding right turn lanes northbound (82nd) and both ways on Foster. | $4,000,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | Peak times 12–6pm. 28% access/ driveway related, Lanes narrow some at this location. Data shows improvement. | NEW Create modern 5 lane facility with median curbs, access management, etc / Add storage for left turns | $7,600,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 6.15 | 6.32 | 24,000 | 29 | 0 | 72.72 | 08/24/06 | SE Duke St Signal / Congested over–capacity hwy. with a signalized intersection, urban setting with some businesses & residential areas. 4–lane arterial hwy. with some turn pockets. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 80 crashes, 1 Ped fatal NB in 2002. 2 inj A (2001) 54% Rear end/SS–O, 39% turn/ crossing. Peak times 12–6pm. 4% access related, Crashes are decreasing since 2002 | NEW Create modern 5 lane facility with median curbs, access management, etc | $5,000,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 6.68 | 6.86 | 24,000 | 24 | 1 | 62.34 | 08/24/06 | SE Flavell signal / Congested over–capacity hwy. with a signalized intersection, urban setting with some businesses & residential areas. 4–lane arterial hwy. with some turn pockets. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 58 crashes, 1 fatal Ped 2005, 1 inj A 2005. 57% were Rear end/SS–O, 31% turn/ crossing, Peak times 3–6pm. 9% access related, Crashes are increasing. | NEW Create modern 5 lane facility with median curbs, access management, etc / Add right turns both ways | $4,100,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 7.24 | 7.42 | 25,300 | 16 | 0 | 56.85 | 08/13/07 | SE Luther, offset SE Gray / Congested over–capacity hwy. with several offset streets, urban setting with businesses & residential areas. 4–lane arterial hwy. with turn pockets. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2002–2006) 22 crashes, 2 inj A 2005. 45% were Rear end/SS–O, 55% turn/ crossing, Peak times noon–6pm 63%. 14% driveway/ access related, Crashes are increasing. | NEW Create modern 5 lane facility with median curbs, access management, etc Line up Luther Rd and Gray St. | $3,200,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 7.42 | 7.62 | 28,500 | 38 | 0 | 77.66 | 08/24/06 | Johnson Creek Blvd (signal) – Connect to 205 / Congested urban hwy, signalized intersection, big box stores. 4–lane arterial with center turn lane. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 88 crashes, 1 inj A 2004 72% Rear end/SS–O, 3% access related, 24% turn/ crossing, 29% wet/snow. Peak times 12–6pm. Data shows conditions getting worse. | NEW Create double left SB 82nd to EB Johnson Creek Blvd | $2,850,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 7.64 | 7.82 | 33,900 | 19 | 0 | 69.90 | 08/24/06 | SE Overland (unlit) / Congested urban hwy, signalized intersection, big box stores. 4–lane arterial with center turn lane. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 40 crashes, 3 inj A (1 ped). 45% Rear end/SS–O, 8% access related, 53% were turn/ crossing. 33% in wet conditions. | NEW Widen Overland West; line up with shopping center; improve access management | $3,100,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | Peak times 12–3pm. Crashes increased through 2005 (peak year) | |||||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 7.83 | 8.00 | 33,900 | 37 | 0 | 64.11 | 08/24/06 | Otty Rd signal, Otty St./ Congested urban hwy at an area of almost completely open access on the west side. Crashes have been spread out over a 200 ft. area of side streets or driveways | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 | $14,225,329 | None |
| 1 | 02B | OR–213 | 068 | 1 | (2001–2005) 68 crashes, 2 inj A. 47% Rear end/SS–O, 26% access related, 41% were turn/ crossing. 35% in wet/icy conditions. Peak times 12–6pm. Data shows conditions steady. | NEW Create modern 5 lane facility with median curbs, access management, etc / Line up Otty Rd. and Otty St. | $4,100,000 | None | ||||||||
| 1 | 02B | OR–213 | 068 | 1 | NEW A planned Tri Met Park and Ride lot (2008) will create a new right turn lane from Otty to 82nd Ave northbound | unk | None | |||||||||
| 1 | 02B | OR–213 | 068 | 1 | CASCADE HWY NORTH | 8.01 | 8.19 | 33,600 | 21 | 0 | 58.22 | 08/24/06 | Orchard Lane, Glencoe Rd / Congested urban hwy, big box stores. 4–lane arterial with center turn lane, near a large shopping mall. | Scoped by 2B Team 4 – Preservation project #082BP01 – Foster to Hwy 224 |