West Oregon Road Conditions

Road Conditions by Route

99 MP 12.21

Informational only; Commercial Vehicle Information
Details: Old OR99 (DC388) Old Winchester Bridge (Roseburg) Old Winchester Bridge on DC388 (Old 99) at MP12.21 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW.- Weight Table 2 Divisible Loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW.- Weight Table 3 Non- Divisible Loads.
Updated: 10/31/2014 10:00 am

I-5 MP 151.8

Informational only; Commercial Vehicle Information
Details: I-5 MP 151.81 Wilson Rd crossing over I-5 (Yoncalla) Wilson Rd crossing over I-5 is restricted to the following weights: 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 10/30/2014 7:00 pm

I-5 MP 151.81

Informational only; Commercial Vehicle Information
Details: I-5 MP 151.81 Wilson Rd crossing over I-5 (Yoncalla) Wilson Rd crossing over I-5 is restricted to the following weights: 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 10/30/2014 7:00 pm

I-5 MP 160 to 171

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes
Comments: MP 168-170, has single-lane closures in both directions, 24/7. Expect paving and lane closures throughout the work zone, with advance signs. Ramps Affected. All ramps at Exit 163 (Curtin) are open. Both NB ramps at Exit 162 (Drain/OR 38 junction), are closed for one week. There is a signed detour in place. Expect congestion and delays at peak travel times. The NB off-ramp at Exit 170, South Cottage Grove, is closed until mid-November, expect intermittent ramp closures on the SB on-ramp. Watch for construction signs, roadside message boards and traffic control devices. Watch for workers and construction vehicles.
Updated: 10/30/2014 4:20 pm

I-5 MP 162.06 to 169.58

Informational only; Commercial Vehicle Information
Details: I-5 MP 162 to MP 170 NB & SB (south of Cottage Grove) Effective July 21, 2014, this section of I-5 will be restricted to 13 feet 00 in. in width, and 16 feet 11 in. in height between the hours of 7 PM & 7 AM. Estimated date of completion is October 31, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 162.39 to 162.83

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 162 ramps to/from OR38 / OR99 (Curtin) Effective July 28, 2014, I-5 northbound Exit 162 ramps to/from OR38 / OR99 will be intermittently closed Sunday through Thursday nights between the hours of 7 PM & 9 AM. Estimated date of completion is November 14, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 162.57

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 162 ramp to OR38 / OR99 (Curtin) Effective June 16, 2014, the ramp from I-5 southbound Exit 162 to OR38 / OR99 will be intermittently closed between the hours of 7 PM & 9 AM. Estimated date of completion is October 31, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 163.17

Informational only; Commercial Vehicle Information
Details: I-5 SB on-ramp from Bear Creek Rd (Curtin) Effective May 27, 2014, the ramp from Bear Creek Rd to I-5 southbound will be intermittently closed between the hours of 7 PM & 9 AM. Estimated date of completion is October 31, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 163.42 to 169.58

Informational only; Commercial Vehicle Information
Details: I-5 MP 170.0 to 163.4 SB (Curtin) Effective September 2, 2014, this section of I-5 southbound will be restricted to 14 feet 00 in. in width. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is November 25, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 163.49 to 163.78

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 163 ramps to/from Curtin / Lorane Effective July 28, 2014, I-5 northbound Exit 163 ramps to/from Curtin / Lorane will be intermittently closed Sunday through Thursday nights between the hours of 7 PM & 9 AM. Estimated date of completion is November 14, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 163.67

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 163 ramp to Bear Creek Rd (Curtin) Effective July 14, 2014, the ramp from I-5 southbound Exit 163 to Bear Creek Rd will be intermittently closed between the hours of 7 PM & 9 AM. Estimated date of completion is October 31, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 168.37

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 170 ramp to OR99 (south of Cottage Grove) Effective September 3, 2014 the ramp from I-5 northbound Exit 170 to OR99 will be closed. Estimated date of completion is November 25, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 168.46

Informational only; Commercial Vehicle Information
Details: I-5 SB on-ramp from OR99 SB (south of Cottage Grove) Effective May 15, 2014, the ramp from OR99 southbound to I-5 southbound will be intermittently closed between the hours of 7 PM & 9 AM. Estimated date of completion is October 31, 2014.
Updated: 10/30/2014 7:00 pm

I-5 MP 194

ON RAMP
No to Minimum Delay; Crash/Hazard
Comments: A crash has occurred causing no to minimum delays, use caution. Ramps Affected.
Last Updated: 10/31/2014 09:07 am

I-5 MP 195.02 to 195.46

Informational only; Commercial Vehicle Information
Details: I-5 MP 195.00 to MP 195.46 NB & SB (Eugene) Effective April 9, 2013, this section of I-5 will be restricted to 17 feet 00 in. in width and 16 feet 03 in. in height on Monday - Thursday nights between the hours of 7 PM & 6:30 AM. Estimated date of completion is November 30, 2014.
Updated: 10/31/2014 10:00 am

I-5 MP 195.45 to 195.46

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , Shoulder (Northbound) Median , Shoulder
Comments: Permanent traffic signal at off ramp from I 5 to Belt line will be activated in the next two weeks. Project Summary: This project will rebuild the interchange at Interstate 5 and Randy Pape’ Beltline Highway to meet modern design and safety standards. State funds from the Jobs and Transportation Act will build: - A new I-5 southbound to westbound Beltline off-ramp. - A new I-5 southbound to eastbound Beltline off-ramp. - A new westbound Beltline to southbound I-5 on-ramp - A new Beltline Bridge over I-5 - And base construction and structures for a new multi-use path to connect south of the interchange to north of the interchange. The path will open upon completion of Unit 4 scheduled to be constructed in 2016. This is a two year project. Construction of Unit 3 is scheduled to be completed by November 2014.
Updated: 10/17/2014 4:46 pm

I-5 MP 195.45 to 195.46

Informational only; Construction Work
Lanes Affected: (Southbound) 3 Lanes (Northbound) 3 Lanes
Comments: The posted speed limit has been reduced to 35 on the Beltline bridge and 50 on Interstate 5 near the interchange due to construction work zone. New, lower speed limits have been implemented on the Randy Papé Beltline bridge over Interstate 5, and on I-5 beneath the bridge where construction has begun on a two-year project to improve the I-5/Beltline interchange. Beginning Wednesday, April 17, 2013, the posted, enforceable speed limit on the Beltline bridge over I-5 will be 35 miles per hour. The speed limit on I-5 near the interchange will be reduced to 50 miles per hour. The speed limit reductions will be enforced until the project is completed in fall of 2014. The speed limit reductions are intended to improve work zone safety for all highway users and construction workers. From 2007 through 2011 in Oregon, 53 people died and more than 2,200 were injured in work zone crashes. The majority of people injured or killed in these crashes were drivers, passengers or pedestrians, not workers. The single biggest factor in crashes is driver inattention; that’s why orange cones, variable message signs and other tools are used to alert motorists. The other major contributing factor is speed, which is why work zones often require lower speed limits. National Work Zone Awareness Week is April 16-19. To learn more about work zone safety, visit ODOT’s safety website at: http://www.oregon.gov/ODOT/TS/pages/workzonesafety.aspx
Updated: 10/15/2014 06:25 am

I-5 MP 235 to 237

Future Event: Estimated delay under 20 minutes; Maintenance Work
Expected Start Date: 11/2/2014 8:00:00 AM
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes
Comments: Replacing damaged guardrail. The slow lane will be closed NB and SB from 9 PM to 5 AM. Please proceed with caution.
Updated: 10/29/2014 10:48 am

ORE22 MP 30.03

Informational only; Commercial Vehicle Information
Details: Santiam River Bridge - Mill City (not on OR22 mainline) 1st St crossing Santiam River Bridge in Mill City is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2. This restriction is NOT on the OR22 mainline.
Updated: 10/31/2014 10:00 am

ORE34 MP .13

Informational only; Commercial Vehicle Information
Details: Old OR34 EB MP 0.13 (Willamette River / Van Buren St Bridge - Corvallis) Old OR34 eastbound crossing Willamette River (Van Buren St) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW., Weight Table 1.
Updated: 10/31/2014 10:00 am

ORE38 MP 16

No to Minimum Delay; Maintenance Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Bridge work is occurring causing no to minimum delays, on the Scottsburg Bridge, use caution.
Updated: 10/28/2014 2:55 pm

ORE42 MP 38.2 to 45.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Intermittent single-lane closures, with flaggers. This is for improving sight distances for drivers in the county line curves area of the highway.
Updated: 10/28/2014 2:52 pm

ORE58 MP 6.5 to 11

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 1 Lane
Comments: Watch for evening lane closures and flaggers while continued striping of roadway takes place. Expect up to 20 minute delays. Use caution. Slow moving striping equipment will be working on roadway. Motorists are encouraged to reduce speed and avoid crossing over freshly placed striping. Project Summary: The highway segment was the recent focus of a road reconstruction and paving project. A delay in striping occurred for a few reasons including, the small number of striping subcontractors who are in high demand for numerous paving projects at the end of a busy construction season. In addition, the subcontractor on the OR 58 project lost one of their striping trucks in a fire. This is a pavement preservation project replacing the deteriorating surfaces in this section. There was also a section of total surfacing replacement.
Updated: 10/17/2014 4:46 pm

ORE58 MP 37.3 to 48.4

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 1 Lane
Comments: Possible 20 minute delays with lane closures. Watch for flaggers and striping equipment in roadway. Use extreme caution. Remaining work will primarily involve sign installation and striping as weather permits. Project Summary: This is a pavement preservation project that will replace the deteriorating surfaces in this section. A bridge membrane will also be installed.
Updated: 10/30/2014 7:01 pm

ORE58 MP 56 to 56.2

Informational only; Construction Work
Comments: There will be limited activity on the project to prepare roadway for 2014-15 winter season. Construction to resume under a new Contract in 2015. Check the project website www.58tunnel.com and www.Tripcheck.com for project information and closure information. Project Summary: Built in 1939, the tunnel needs serious repair and the adjacent west half viaduct and the three east viaducts are failing and need to be replaced. The OR 58: Salt Creek Tunnel and Half-Viaduct remaining project will: • Replace the half viaduct west of the tunnel • Replace the three half viaducts east of the tunnel
Updated: 10/31/2014 08:03 am

ORE126 MP 1.34

Informational only; Commercial Vehicle Information
Details: OR126 Business MP 1.34 WB (Willamette River / Main St Bridge - Springfield) OR126 Business westbound crossing Willamette River / Main St Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 10/31/2014 10:00 am

ORE126 MP 15.6 to 17.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 1 Lane
Comments: Expect paving from 7 a.m. to 5 p.m. Monday through Friday with 20 minute delay. Single lane closure with flagger control. Lane striping to follow. This project is weather dependent. Should rain occur, the project schedule could change. Motorists should be alert to electronic reader boards in the area for unexpected schedule changes.
Updated: 10/03/2014 6:20 pm

ORE164 MP 6.24

Informational only; Commercial Vehicle Information
Details: OR164 (Jefferson Hwy) MP 6.24 (Santiam River Bridge - Jefferson) OR164 crossing the Santiam River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW. Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 10/31/2014 10:00 am

ORE241 MP .51

Informational only; Commercial Vehicle Information
Details: OR241 MP 0.51 (Isthmus Slough) MP 0.51 Isthmus Slough (1/2 mile from US101) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
Updated: 10/31/2014 10:00 am

ORE569 MP 12.26 to 13

Informational only; Commercial Vehicle Information
Details: OR569 MP 12 to MP 13 EB & WB (Eugene) Effective April 9, 2013, this section of OR569 will be restricted to 14 feet 00 in. in width on Monday - Thursday nights between the hours of 7 PM & 6:30 AM. In addition, the height will be restricted to 19 feet 01 in. in height eastbound, and 18 feet 09 in. in height westbound during the same time. Estimated date of completion is November 30, 2014.
Updated: 10/30/2014 7:00 pm

ORE569 MP 12.53 to 12.95

Informational only; Commercial Vehicle Information
Details: OR569 MP 12 to MP 13 EB & WB (Eugene) Effective April 9, 2013, this section of OR569 will be restricted to 14 feet 00 in. in width on Monday - Thursday nights between the hours of 7 PM & 6:30 AM. In addition, the height will be restricted to 19 feet 01 in. in height eastbound, and 18 feet 09 in. in height westbound during the same time. Estimated date of completion is November 30, 2014.
Updated: 10/30/2014 7:00 pm

ORE569 MP 12.76

Informational only; Commercial Vehicle Information
Details: OR569 WB ramp to I-5 SB (Eugene) Effective May 20, 2013, the ramp from OR569 westbound to I-5 southbound will be intermittently closed on weeknights (Monday-Friday) between the hours of 8 PM & 5:30 AM. Estimated date of completion is November 30, 2014.
Updated: 10/30/2014 7:00 pm

ORE569 MP 12.79

Informational only; Commercial Vehicle Information
Details: OR569 EB ramp to I-5 NB (Eugene) Effective May 20, 2013, the ramp from OR569 eastbound to I-5 northbound will be intermittently closed on weeknights (Monday-Friday) between the hours of 8 PM & 5:30 AM. Estimated date of completion is November 30, 2014.
Updated: 10/30/2014 7:00 pm

ORE42S MP 4.5 to 16.94

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Expect single-lane closures and traffic control with flaggers, for paving. Use caution and watch for signs.
Updated: 10/28/2014 2:51 pm

ORE42S MP 15

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring, use caution.
Updated: 10/31/2014 08:18 am

US20 MP 16.29 to 21.88

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Watch for flaggers on the roadway who are facilitating trucks entering and leaving the roadway. Please proceed with caution. Phase 3 construction will accomplish the following: 2-3 million cubic yards of earthwork, landslide mitigation, construction of 70,000 feet of drains, erosion control and landscaping.
Updated: 10/13/2014 2:02 pm

US20 MP 23.38

Informational only; Commercial Vehicle Information
Details: US20 (Corvallis-Newport Hwy) MP 23.38 (Yaquina River Bridge - Eddyville) Effective May 19, 2006, the Yaquina River Bridge near Eddyville is restricted to the following weights: 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads. Vehicles exceeding these weights may cross the bridge if they straddle the centerline, do not exceed 25 MPH and are the only vehicle on the bridge. Certified flaggers are required to stop traffic.
Updated: 10/31/2014 10:00 am

US20 MP 25.82

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Flaggers are being used to facilitate trucks entering and leaving Brush Trail Road from US20. Watch for flaggers at this intersection. Construction on the Phase 3A project begins on 07/26/14 with survey, followed by traffic control sign installation, and then earthwork activities scheduled to start on Monday, 08/04/14.
Updated: 10/13/2014 2:02 pm

US101 MP 141.67

Informational only; Commercial Vehicle Information
Details: US101 MP 141.67 (Yaquina Bay Bridge - Newport) Effective March 1, 2013, the Yaquina Bay Bridge in Newport is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW, Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW, Weight Table 3 for non-divisible loads. Non-divisible loads exceeding these weights (up to Weight Table 5) may cross the bridge if they stop traffic/straddle the centerline and are the only vehicle on the bridge when crossing. Certified flaggers are required to stop both northbound and southbound traffic. The rolling stop method is not allowed.
Updated: 10/31/2014 10:00 am

US101 MP 170.23 to 183.16

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Watch for weekday and weekend work. Use caution. Project information: The U.S.101 Bray’s Point to Sutton Lake Road project will address geotechnical issues at three locations: - Erosion and slide damage approximately 7 miles north of Florence (MP 183.05-183.16) - Erosion and slide damage approximately 13 miles north of Florence (MP177.54-177.79) - A failing retaining wall approximately 20 miles north of Florence (MP 170.23-170.38) The risk to the highway is high if these repairs are not made because there is no detour route available should the roadway fail. This work includes some weekend lane restrictions in order to meet a deadline associated with environmental permitting. The project will be completed by January 31, 2015. The low-bid contract of $992,000 was awarded to Wildish Standard Paving Company, Incorporated.
Updated: 10/17/2014 4:47 pm

US101 MP 190.98

Informational only; Commercial Vehicle Information
Details: US101 MP 190.98 (Siuslaw River Bridge - Florence) Effective March 17, 2003, the Siuslaw River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW. Weight Table 3 for non-divisible loads.
Updated: 10/31/2014 10:00 am

US101 MP 211

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Intermittent traffic control with flaggers or a temporary traffic signal, as needed, for bridge work. This is a two year project for paint and repairs to the bridge over the Umpqua River & McIntosh Slough Bridge.
Updated: 10/28/2014 2:54 pm

US101 MP 211.21

Informational only; Commercial Vehicle Information
Details: US101 MP 211.21 NB & SB (Reedsport) Effective March 6, 2014, this section of US101 will be restricted to 16 feet 00 in. in width. Throughout the duration of the project, every 120 days there will be a 10-day period when no restrictions will be in place. Contact the Over-Dimension Permit Unit for specific dates. Estimated date of completion is September 30, 2015.
Updated: 10/30/2014 7:00 pm

US101 MP 233.4 to 234.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Expect intermittent nighttime lane closures, with flaggers for traffic control, on the McCullough Bridge. This project is expected to take 5 years. Crews will be working on the arches, applying a non-corrosive surface to them. This is the same work that has just been completed for the South end of the Bridge. Due to construction activity and safety concerns, the access road at the NE corner of the bridge is restricted. Only ODOT workers and contractors are permitted in this area. Please do not drive or park on the access road.
Updated: 10/28/2014 2:49 pm

US101 MP 233.99

Informational only; Commercial Vehicle Information
Details: US101 MP 233.99 (McCullough Bridge - Coos Bay) Effective October 15, 2013, this section of US101 will be restricted to 11 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is November 1, 2018.
Updated: 10/30/2014 7:00 pm

US101 MP 234 to 238

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane , Shoulder (Southbound) 1 Lane , Shoulder
Comments: Expect intermittent lane and shoulder closures, with flaggers, for finish work. Watch for traffic pattern changes. This project is expected to be finished near the end of October.
Updated: 10/28/2014 2:50 pm