West Oregon Road Conditions

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: 04/30/2016 10:00 am

HWY372 MP 21.98

Seasonal Closure; Information
Lanes Affected: (Eastbound) 1 Lane (Westbound) 1 Lane
Comments: Cascade Lakes Hwy is closed for the Winter south of Mt Bachelor.
Last Updated: 11/24/2015 12:58 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: 04/30/2016 10:00 am

I-5 MP 154.54 to 162.57

Informational only; Commercial Vehicle Information
Details: I-5 MP 154 to MP 163 NB & SB (Anlauf) Effective January 4, 2016, this section of I-5 will be restricted to 16 feet 00 in. in width. 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 information. Beginning May 20, 2016 through September 5, 2016 and November 23, 2016 through January 3, 2017 there will be no restrictions per the following schedule: Monday through Thursday between the hours of 10:00am and 5:00 pm; and no restrictions on the weekends from 10 am Friday through 8 pm Sunday. Estimated date of completion is November 22, 2017.
Updated: 04/30/2016 10:00 am

I-5 MP 156.65

Informational only; Commercial Vehicle Information
Details: I-5 MP 156.65 NB & SB (crossing under Cox Rd - Anlauf) Effective February 4, 2016, this section of I-5 will be restricted to 16 feet 07 in. in height. Estimated date of completion is May 20, 2016.
Updated: 04/30/2016 10:00 am

I-5 MP 156.65

Informational only; Commercial Vehicle Information
Details: I-5 MP 156.65 NB & SB (crossing under Cox Rd - Anlauf) Effective January 4, 2016, this section of I-5 will be restricted to 16 feet 07 in. in height. Beginning May 20, 2016 through September 5, 2016 and November 23, 2016 through January 3, 2017 there will be no restrictions per the following schedule: Monday through Thursday between the hours of 10:00am and 5:00 pm; and no restrictions on the weekends from 10 am Friday through 8 pm Sunday. Estimated date of completion is November 22, 2017.
Updated: 04/30/2016 10:00 am

I-5 MP 159.23 to 159.51

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 159 on- and off-ramps to/from Elk Creek (south of Anlauf) Effective April 1, 2016, the I-5 northbound Exit 159 on- and off-ramps to/from Elk Creek will be closed. Estimated date of completion is May 20, 2016.
Updated: 04/30/2016 10:00 am

I-5 MP 159.96

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 160 to Salt Springs Rd (south of Anlauf) Effective April 1, 2016, the ramp from I-5 northbound Exit 160 to Salt Springs Rd will be closed. Estimated date of completion is May 20, 2016.
Updated: 04/30/2016 10:00 am

I-5 MP 162.19

Informational only; Commercial Vehicle Information
Details: I-5 SB on-ramp from OR38/OR99 EB (Drain) Effective March 1, 2016, the ramp from OR38/OR99 eastbound to I-5 southbound will be closed. Estimated date of completion is September 30, 2016.
Updated: 04/30/2016 10:00 am

I-5 MP 163 to 154

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes
Comments: I-5 traffic is limited to a single lane in each direction until mid-May. Expect intermittent rolling slowdowns, with traffic delays. Ramps Affected. Lane closures and 19' width restrictions are in place both NB and SB. Three NB I-5 ramps will be closed for about 6 weeks: the on-off ramps at Exit 159, and the off-ramp at Exit 160. The SB on-ramp at Exit 162 will remain closed until this Fall. Ore 38 motorists are encouraged to take I-5 N to Exit 163 and turn around.
Updated: 04/26/2016 2:57 pm

I-5 MP 233 to 244

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring, use caution.
Updated: 03/31/2016 08:11 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: 04/30/2016 10:00 am

ORE22 MP 34 to 36

Estimated delay under 20 minutes; Maintenance Work
Comments: Herbicide Application
Updated: 04/27/2016 3:19 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: 04/30/2016 10:00 am

ORE38 MP 11 to 12.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 1 Lane
Comments: Traffic is reduced to a single, sixteen foot wide travel lane. Traffic controlled with a temporary signal, and intermittent flagging as needed. Culvert replacement at Luder Creek, with a new bridge.
Updated: 04/26/2016 2:45 pm

ORE38 MP 11.79

Informational only; Commercial Vehicle Information
Details: OR38 MP 11.5 to MP 12.5 EB & WB (East of Reedsport) Effective February 29, 2016, this section of OR38 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 September 15, 2016.
Updated: 04/30/2016 10:00 am

ORE38 MP 13.2

No to Minimum Delay; Crash/Hazard
Lanes Affected: (Eastbound) 1 Lane
Comments: Hazardous tree or vegetation is causing no to minimum delays, use caution.
Last Updated: 04/30/2016 4:36 pm

ORE99 MP 121.14 to 122.25

No to Minimum Delay; Construction Work
Comments: Expect intermittent lane closures during day time. Sidewalk and electrical work continues. Businesses remain open. Watch for workers. Update: Work will continue on the NW side of the SE bound lanes of OR99. Expect intermittent lane closures of on the left side of OR99 SE Bound, starting at the intersection with W. 5th Avenue. Sidewalk and electrical work will continue on the business frontage to the NW of the 5th Ave and OR99 intersection, adjacent to the west side of OR99, which will push traffic into one lane along portions of the frontage as the work progresses. Watch for intermittent lane restrictions during weekday daylight hours. Access to the businesses along this frontage will be maintained. Bridge work will continue. Watch for truck traffic, workers and equipment entering and exiting the work area directly adjacent to the traveled way. Project Summary: Modifications to the traffic signal are being made and detection loops installed on Highway 99 at intersection of 7th and 5th avenues. The project will provide a continuous pedestrian path between Garfield and Roosevelt on Hwy 99, including a new bike/pedestrian bridge over the railroad tracks near Roosevelt.
Updated: 04/29/2016 11:09 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: 04/30/2016 10:00 am

ORE138 MP .1

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Expect 24 hour flagging at the Douglas and Stephens intersection as workers install traffic signal poles. Expect heavy congestion and delays during peak travel times. Motorists are advised to use alternate routes and give themselves extra travel time. Traffic on Stephens Street is limited to one lane in each direction between Diamond Lake Blvd. and Oak Ave. The Oak Ave. Bridge is reduced to one lane until mid-February. Pedestrians should watch for sidewalk and crosswalk closures throughout the work zone. Look for pedestrian detour signs.
Updated: 04/26/2016 2:56 pm

ORE138 MP 33.14 to 38.88

Informational only; Commercial Vehicle Information
Details: OR138 MP 29.5 to MP 39.0 EB & WB (Steamboat) Effective January 25, 2016, this section of OR138 will be restricted to 14 feet 00 in. in width between the hours of 7 AM & 7 PM. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is June 17, 2016.
Updated: 04/30/2016 10:00 am

ORE138 MP 38 to 46

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Alternating lane closures, with flaggers, Monday through Friday, during daylight hours. Expect delays. This is for guardrail and turnout improvements along the North Umpqua Highway.
Updated: 04/26/2016 2:59 pm

ORE138 MP 86

No to Minimum Delay; Information
Lanes Affected: (Eastbound) 1 Lane
Comments: North Entrance to Crater Lake is closed for the winter season. South entrance is open via Highway 62.
Last Updated: 04/23/2016 07:05 am

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: 04/30/2016 10:00 am

ORE226 MP 9.65 to 9.8

Informational only; Commercial Vehicle Information
Details: OR226 MP 9.65 to MP 9.80 EB & WB (Scio) Effective May 21, 2016, this section of OR226 will be closed between the hours of 11 AM & 1 PM for one day only.
Updated: 04/30/2016 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: 04/30/2016 10:00 am

ORE242 MP 61.91 to 84

Seasonal Closure; Information
Comments: McKenzie pass closed for season, Nov. 14 9am A single lane has been cleared of snow all the way across the pass to expedite melting of remaining snow. Road is closed to motor vehicles and not maintained for other modes of travel. Users should watch for ice, gravel, rock and other debris and be cautious around road maintenance operations and equipment on the pass. This year, the earliest date of opening to motor vehicles will be June 20, if conditions allow.
Last Updated: 04/29/2016 3:24 pm

ORE242 MP 90

No to Minimum Delay; Information
Comments: Burning is taking place along the highway causing no to minimum delays. Use caution.
Last Updated: 04/30/2016 1:37 pm

ORE540 MP 3.5 to 4.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Traffic control with flaggers and short detours throughout the work zone, during daylight hours. Expect traffic shifts, delays, and watch for signs. This project is making upgrades in Empire Blvd section of Coos Bay, from Newmark Ave. to Fulton Ave. Access to all local businesses will be maintained during construction.
Updated: 04/26/2016 1:24 pm

US20 MP 16.29 to 21.88

Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Construction of Phase 3 is complete. Construction of Phase 4 will begin in late May or early June. 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. Project information: www.us20pme.com
Updated: 04/22/2016 11:55 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: 04/30/2016 10:00 am

US20 MP 90

No to Minimum Delay; Information
Comments: Burning is taking place along the highway causing no to minimum delays. Use caution.
Last Updated: 04/30/2016 08:55 am

US101 MP 139.32 to 140.73

Informational only; Commercial Vehicle Information
Details: US101 MP 139.32 to MP 140.73 NB & SB (Newport) Effective April 30, 2016, this section of US101 will be closed between the hours of 11:45 AM & 2 PM for one day only.
Updated: 04/30/2016 10:00 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: 04/30/2016 10:00 am

US101 MP 184.8 to 167.23

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Work continues requiring lane closures with 24 hour flagging and up to 20 minute delays at Cape Perpetua near mile post 167. Watch for workers. Update: Shoulder widening work will be taking place this week at Cape Perpetua (about a quarter mile south of MP 167). This work requires 24 hour flagging. Pavement repairs will also be done just to the South of Mill Creek towards the middle to end of the week. Watch for truck traffic, workers and equipment entering and exiting the work area. Maintenance activities may also be taking place within the project limits as well. Project Summary: This project will pave approximately 17 miles on the Oregon Coast Highway. Signs and guardrail will be replaced and/or adjusted. A new bridge membrane will be placed to protect Sutton Creek Bridge and surfacing stabilization work will be done on the bridge ends at both Sutton Creek and Big Creek. A new retaining wall will be constructed in the vicinity of the Heceta Head lighthouse, as well as two others just to the south of Sunnyview Lane. The majority of the work on the south 5.5 miles of the job should be completed by the end of October this year, with the remainder of the job to be completed by the end of August 2016.
Updated: 04/29/2016 11:11 am

US101 MP 190.87 to 191.21

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 1 Lane
Comments: Expect lane closures and flagging with up to 20 minute delays day and night. One bridge sidewalk is open. Businesses remain open. Update: Work will continue on the north end of the bridge within the containment above the parking lot south of Bay Street and EB Bay Street. Placing zinc will continue often in the night time hours. Some touchup work will also be done on the spans above and either side of Bay Street and on the corner of the Bent splitting Bay Street. Bay Street is now open to 2-way traffic under the bridge, though some flagger controlled short duration single lane closures may be needed from time to time. Work will be ongoing for most hours of the day. Also on the north end of the bridge, access and containment will continue to be installed, which may require some flagger controlled single lane closures. On the south end of the bridge, new bridge rail installation will continue. U.S. 101 flagger-controlled single lane closures will be required while rail work occurs. The overall plan is to start on the City of Florence side of the bridge with the cathodic protection work and progress to the south. Bridge rail work will happen concurrently, starting on the south end and working north. Single lane closures, controlled by flaggers and for a short duration with pilot car, will be used for materials transfers, bridge rail and other roadwork on the approaches to the bridge. Delays may be up to 20 minutes, but will usually be of a shorter duration. Project Summary: This project will make repairs to the existing concrete and reinforcement and replace the cathodic protection system on the Siuslaw River Bridge Seismic restraints to help maintain the integrity of the bridge in an earthquake will also be added. Sidewalk closure on one side of bridge.A new ornamental bridge rail will replace the existing rail along with improved pedestrian access to the bridge. Work is to be completed by the end of March in 2019.
Updated: 04/29/2016 11:12 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: 04/30/2016 10:00 am

US101 MP 190.98

Informational only; Commercial Vehicle Information
Details: US101 crossing over Bay St (Florence) Effective November 13, 2015, US101 crossing over Bay St will be restricted to 14 feet 00 in. in height. This restriction is NOT on the US101 mainline. Estimated date of completion is May 1, 2016.
Updated: 04/30/2016 10:00 am

US101 MP 198.58 to 229

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane , Shoulder (Southbound) 1 Lane , Shoulder
Comments: Road construction is occurring causing no to minimum delays, use caution. Expect intermittent lane and shoulder closures. This project replaces culverts and upgrades fish passages at various locations. Traffic will be controlled by flaggers as needed.
Updated: 04/26/2016 1:25 pm

US101 MP 211

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Road construction on the Umpqua River Bridge. Watch for intermittent lane closures and traffic control with flaggers.
Updated: 04/26/2016 2:44 pm

US101 MP 211.21

Informational only; Commercial Vehicle Information
Details: US101 MP 211.21 NB & SB (Umpqua River Bridge - Reedsport) Effective January 25, 2016, this section of US101 will be restricted to 14 feet 00 in. in width on Monday to Thursday between the hours of 7 AM & 7 PM. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Loads wider than 14 feet 00 in. in width may be accommodated on a case-by-case basis. Contact the Over-Dimension Permit Unit for information. Estimated date of completion is September 1, 2017.
Updated: 04/30/2016 10:00 am

US101 MP 211.21

Informational only; Commercial Vehicle Information
Details: US101 MP 211.21 NB & SB (Umpqua River Bridge - Reedsport) Effective January 25, 2016, this section of US101 will be restricted to 11 feet 06 in. in width on Monday to Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is September 1, 2017.
Updated: 04/30/2016 10:00 am

US101 MP 233.4 to 234.5

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Road construction is occurring causing no to minimum delays, use caution. Intermittent night lane closures on McCullough Bridge. Both sidewalks on the bridge are open. Pedestrians are advised to use caution.
Updated: 04/26/2016 1:24 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: 04/30/2016 10:00 am

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