West Oregon Road Conditions

Alerts!

US101B, 2 miles West of Astoria MP 5; Closure with Detour
The Lewis and Clark River Bridge will be closed starting December 1, 2014; a detour will be in place. Use an alternate route., The Lewis & Clark River Bridge is scheduled to be closed to facilitate construction activities starting December 1, 2014. This closure is anticipated to last until August 1, 2015. A detour route will be designated with signing during the length of the closure. The project is scheduled to be completed in November 2017.
Updated: 12/10/2014 10:31 am

Road Conditions by Route

99 MP 128.99

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: 01/31/2015 7:00 pm

HWY372 MP 21.5

Seasonal Closure; Information
Lanes Affected: (Eastbound) 2 Lanes (Westbound) 2 Lanes
Comments: Cascade Lakes Hwy is closed for the Winter south of Mt Bachelor.
Last Updated: 11/14/2014 06:57 am

I-5 MP 115 to 118

ROBERTS MT HILL; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 50 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:30 pm

I-5 MP 146.49 to 148.49

RICE HILL; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 48 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:33 pm

I-5 MP 148 to 146

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) All Lanes , Shoulder
Comments: Intermittent, daytime, SB lane closures this week. The SB shoulder is closed. Use caution, and watch for construction vehicles in the area. This is for the installation of a road and weather information station, just south of Rice Hill.
Updated: 01/31/2015 11:43 am

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: 01/31/2015 7:00 pm

I-5 MP 160 to 168

N DOUGLAS COUNTY LINE; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 48 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:32 pm

I-5 MP 160 to 171

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes
Comments: Expect intermittent lane and shoulder closures throughout the work zone, use caution. Ramps Affected. All the interchange ramps are open.
Updated: 01/31/2015 11:40 am

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 September 2, 2014, this section of I-5 will be restricted to 16 feet 00 in. in width, and 17 feet 05 in. in height. Loads wider than 16 feet 00 in. in width may be accommodated on a case-by-case basis - contact the Over-Dimension Permit Unit for additional information. Estimated date of completion is February 1, 2015.
Updated: 01/31/2015 7:00 pm

I-5 MP 185 to 186

No to Minimum Delay; Maintenance Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Expect single lane closures Sunday night 9 P.M. to 5:30 A.M., and Monday to Friday, 7:30 p.m. to 5:30 a.m. each day. Shoulder closures in place. Update: Currently working between MP 217 to 221. I-5 Median Cable Barrier installation, MP 185 to 246 intermittently. Project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as a short section between Creswell and Goshen. When complete, this work will help prevent median cross-over accidents through these sections of I-5.
Updated: 01/31/2015 09:35 am

I-5 MP 209 to 244

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 1 Lane (Northbound) Median , 1 Lane
Comments: During construction, traffic will be reduced to a single lane and nighttime closures. Watch for intermittent work zones within project limits. This project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as, a short section between Creswell and Goshen. When complete, this work will help prevent median cross-over accidents through these sections of I-5.
Updated: 11/07/2014 3:41 pm

I-5 MP 212 to 243

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 2 Lanes (Northbound) Median , 2 Lanes
Comments: Expect single lane nighttime closures Sunday to Thursday 9 PM to 5:30 AM. Proceed with caution. This project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as a short section between Creswell and Goshen. When complete, this work will prevent median cross-over accident through these sections of the interstate.
Updated: 01/30/2015 10:15 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: 01/31/2015 7:00 pm

ORE22 MP 68 to 73

MARION FORKS; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:26 pm

ORE22 MP 73 to 81.81

SANTIAM JCT; Road/Weather Report
Weather Condition: Partly Cloudy
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 37 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:24 pm

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: 01/31/2015 7:00 pm

ORE42 MP 38.2 to 45.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Road construction is occurring, use caution. Intermittent traffic control with flaggers. Work is weather dependent.
Updated: 01/31/2015 11:33 am

ORE42 MP 48 to 62

CAMAS MTN; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 50 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:32 pm

ORE58 MP 56 to 56.2

Informational only; Construction Work
Comments: Construction is planned during 2015 with the final paving of the tunnel approaches scheduled for 2016. 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: 01/23/2015 4:30 pm

ORE58 MP 62.17

WILLAMETTE PASS; Weather Warning
Weather Condition: Partly Cloudy
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 6 in.
Comments:
Last Updated: 01/31/2015 8:33 pm

ORE58 MP 70 to 86.45

WILLAMETTE PASS EAST; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 30 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 01/31/2015 8:12 pm

ORE126 MP .5

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring, use caution.
Updated: 02/01/2015 01:47 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: 01/31/2015 7:00 pm

ORE138 MP 29 to 65

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: During winter weather; expect high water, slides, rocks, and tree debris in the road. Use caution and expect possibly delays.
Last Updated: 01/30/2015 07:57 am

ORE138 MP 60.97

TOKETEE; Weather Warning
Weather Condition: Partly Cloudy
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:38 pm

ORE138 MP 86.01

E DIAMOND LAKE SMT; Weather Warning
Weather Condition: Partly Cloudy
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 29 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 16 in.
Comments:
Last Updated: 01/31/2015 8:38 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: 01/31/2015 7:00 pm

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Weather Warning
Weather Condition: Clear, no precipitation
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 8 in.
Comments:
Last Updated: 01/31/2015 8:37 pm

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: 01/31/2015 7:00 pm

ORE241 MP 13.5 to 14.5

No to Minimum Delay; Information
Comments: An event is taking place causing no to minimum delays, use caution.
Last Updated: 01/31/2015 7:34 pm

ORE242 MP 55.46 to 92.28

Seasonal Closure; Information
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Highway 242 is now closed for the season, use alternate route.
Last Updated: 11/13/2014 1:01 pm

US20 MP 16.29 to 21.88

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Flaggers will be facilitating trucks entering and leaving the work site. Expect some small delays. Please proceed with caution. This project will accomplish movement of 2-3 million cubic yards of earthwork, landslide mitigation including placement of more than 400 ground anchors, construction of 70,000 feet of horizontal drains, erosion control, and landscaping.
Updated: 01/30/2015 10:15 am

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: 01/31/2015 7:00 pm

US20 MP 25.82

Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Majority of the work will take place away from the highway. Excavation work will continue in the spring. This project will remove 110,000 cubic yards of fill from a property at the end of Brush Trail Road and work on erosion control. Construction on the Phase 3A is finished for the season.
Updated: 01/30/2015 10:14 am

US20 MP 41.53 to 71.59

TOMBSTONE; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:31 pm

US20 MP 55.67

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Nighttime construction to begin in February. Traffic should expect some lane closures. Business accesses will be marked with blue signs. This project addresses congestion in East Corvallis and the South Bypass intersection with OR34. This project will rebuild/repave 3rd Street with a dedicated bicycle lane, dual right turn lanes NB and SB to EB OR34, extend the existing multi-use path on the north side of OR34 to the west and east.
Updated: 01/30/2015 10:13 am

US20 MP 71.59 to 89.2

SANTIAM PASS SMT; Weather Warning
Weather Condition: Partly Cloudy
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 33 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:24 pm

US97 MP 196.42 to 236.66

CHEMULT; Road/Weather Report
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 30 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 01/31/2015 8:12 pm

US101 MP 125.2

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Contractor installing signs and preparing for work. Single lane restrictions may create minimal delays. Please proceed with caution. This bridge preservation project will repair damaged concrete in the bridge's pillars, spans and supports. It will also construct a cathodic protection system to inhibit corrosion in the reinforced steel.
Updated: 01/30/2015 10:15 am

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: 01/31/2015 7:00 pm

US101 MP 170.23 to 170.24

No to Minimum Delay; Construction Work
Comments: During construction, traffic will be reduced to a single lane and controlled by flaggers or a pilot car. Expect possible 20 minute delays. This project will repair landslide damage, slope failures and a retaining wall at three separate locations on US 101, north of Florence.
Updated: 01/26/2015 06:35 am

US101 MP 176.56

Informational only; Commercial Vehicle Information
Details: US101 MP 177.54 to MP 177.79 NB & SB (north of Florence) Effective December 22, 2014, this section of US101 will be restricted to 12 feet 00 in. in width. Effective December 26, 2014, the height will also be restricted to 17 feet 02 in. in height. Estimated date of completion is January 31, 2015.
Updated: 01/31/2015 7:00 pm

US101 MP 177

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: Highway restricted to one lane. Signal light being installed. Please watch for construction vehicles entering and leaving the highway. Caution. Due to a landslide, single lane, alternating traffic with flaggers and a pilot vehicle controlling when Contractor is working on site. Expect delays of 20 minutes or less. Watch for workers and equipment.
Last Updated: 01/25/2015 6:09 pm

US101 MP 183.05 to 183.06

No to Minimum Delay; Construction Work
Comments: During construction, traffic will be reduced to a single lane and controlled by flaggers or a pilot car. Expect possible 20 minutes delays. This project will repair landslide damage, slope failures and a retaining wall at three separate locations on US 101, north of Florence. Much of the work will be conducted Monday through Friday, during daytime hours. However some weekend work may occur.
Updated: 01/26/2015 06:35 am

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: 01/31/2015 7:00 pm

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 and painting. This is a two year project for paint and repairs to the bridge over the Umpqua River & McIntosh Slough Bridge. The temporary signal is back in place.
Updated: 01/31/2015 11:38 am

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: 01/31/2015 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 lane closures, with flaggers for traffic control, on the McCullough Bridge. Use caution and expect some minor delays, The contractor will begin moving the work enclosure on the N. half of bridge during the first week in February. Both sidewalks on the bridge are now open. Pedestrians are advised to use caution. 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: 01/31/2015 11:28 am

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: 01/31/2015 7:00 pm

US101 MP 233.99 to 233.46

Informational only; Commercial Vehicle Information
Details: US101 MP 233.99 NB & SB (McCullough Bridge - Coos Bay) Effective October 26, 2014, this section of US101 is restricted to 16 ft 04 in. in height. Estimated date of completion is November 1, 2018.
Updated: 01/31/2015 7:00 pm

US101 MP 259.6 to 259.8

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Road construction is occurring, use caution. Single lane closures with flaggers, for work on Bullards Bridge.
Updated: 01/31/2015 11:31 am