West Oregon Road Conditions

Alerts!

North Cascades, WA-South Cascades; Weather Alert
Winter Weather Advisory, *NOAA Issue Date: 4/23/2014 06:01:00 AM Winter Weather Advisory remains in effect until 5 PM PDT this afternoon above 3500 feet for the south Washington Cascades ... And north Oregon Cascades near Mount Hood ... A Winter Weather Advisory above 3500 feet for snow remains in effect until 5 PM PDT this afternoon. * Timing Today. * accumulation/snow levels ... From 4 to 10 inches expected for the south Washington Cascades and the north Oregon Cascades north of Mount Jefferson. Snow levels around 3500 feet for much of today will rise to 5000 feet by evening. * Impacts Drivers should be prepared for icy or snow covered roads and winter like driving conditions. Precautionary/preparedness actions... A Winter Weather Advisory for snow means that periods of snow will cause primarily travel difficulties. Be prepared for snow covered roads and limited visibilities ... And use caution while driving.

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: 04/22/2014 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: 11/07/2013 11:35 am

I-5 MP 109.91 to 119.99

Informational only; Commercial Vehicle Information
Details: I-5 MP 109 to MP 120 NB & SB (south of Roseburg) Effective March 3, 2014, this section of I-5 will be restricted to 13 feet 00 in. in width between the hours of 7 PM & 7 AM. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. In addition, the height will be restricted to 16 feet 05 in. in height southbound, and 16 feet 07 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is June 11, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 110.07 to 119.75

Informational only; Commercial Vehicle Information
Details: I-5 MP 109 to MP 120 NB & SB (south of Roseburg) Effective March 3, 2014, this section of I-5 will be restricted to 13 feet 00 in. in width between the hours of 7 PM & 7 AM. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. In addition, the height will be restricted to 16 feet 05 in. in height southbound, and 16 feet 07 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is June 11, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 113.2 to 113.66

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 113 ramps to/from Clarks Branch Rd (south of Roseburg) Effective March 30, 2014, the ramps to/from I-5 southbound Exit 113 to Clarks Branch Rd will be restricted to 14 feet 00 in. in width from 1/2 hr before sunrise until 7 AM, and from 7 PM until 1/2 hr after sunset. In addition, this ramp will be restricted to 12 feet 00 in. in width from 1/2 hr after sunset until 1/2 hr before sunrise. No restrictions will be in effect between 7 AM Friday and 9 PM Sunday. Estimated date of completion is April 30, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 120.03 to 122.81

Informational only; Commercial Vehicle Information
Details: I-5 MP 120 to MP 123 NB & SB (Roseburg) Effective March 3, 2014, this section of I-5 will be restricted to 13 feet 00 in. in width from 1/2 hr after sunset to 1/2 hr before sunrise. The width will be restricted to 16 feet 00 in. in width from 1/2 hr before sunrise to 7 AM, and from 7 PM to 1/2 hr after sunset. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is July 14, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 123.01 to 128.92

Informational only; Commercial Vehicle Information
Details: I-5 MP 123 to MP 129 NB & SB (Roseburg) Effective March 3, 2014, this section of I-5 will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 7 AM. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. In addition, the height will be restricted to 16 feet 05 in. in height southbound, and 16 feet 02 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is July 14, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 123.011 to 128.92

Informational only; Commercial Vehicle Information
Details: I-5 MP 123 to MP 129 NB & SB (Roseburg) Effective March 3, 2014, this section of I-5 will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 7 AM. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. In addition, the height will be restricted to 16 feet 05 in. in height southbound, and 16 feet 02 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is July 14, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 129.46 to 149.38

Informational only; Commercial Vehicle Information
Details: I-5 MP 129 to MP 150 NB & SB (north of Roseburg) Effective March 3, 2014, this section of I-5 will be restricted to 13 feet 00 in. in width from 1/2 hr after sunset to 1/2 hr before sunrise. The width will be restricted to 16 feet 00 in. in width from 1/2 hr before sunrise to 7 AM, and from 7 PM to 1/2 hr after sunset. The width will be restricted to 19 feet 00 in. in width at all other hours. In addition, the height will be restricted to 15 feet 10 in. in height southbound, and 15 feet 11 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is July 14, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 150.001 to 154.53

Informational only; Commercial Vehicle Information
Details: I-5 MP 150 to MP 155 NB & SB (Yoncalla) Effective March 3, 2014, this section of I-5 will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 7 AM. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. In addition, the height will be restricted to 17 feet 06 in. in height southbound, and 17 feet 01 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is July 14, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 150.08 to 154.95

Informational only; Commercial Vehicle Information
Details: I-5 MP 150 to MP 155 NB & SB (Yoncalla) Effective March 3, 2014, this section of I-5 will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 7 AM. The width will be restricted to 19 feet 00 in. in width at all other hours. No width restrictions will be in place from 3 PM Friday until 9 PM Sunday. In addition, the height will be restricted to 17 feet 06 in. in height southbound, and 17 feet 01 in. in height northbound at all hours. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is July 14, 2014.
Updated: 04/22/2014 7:00 pm

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: 04/22/2014 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: 04/22/2014 7:00 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 May 15, 2014, this section of I-5 will be restricted to 16 feet 00 in. in width, and 16 feet 11 in. in height. Estimated date of completion is July 31, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 163.42 to 163.67

Informational only; Commercial Vehicle Information
Details: I-5 MP 163.4 to MP 164.0 NB & SB (Curtin) Effective May 15, 2014, this section of I-5 will be restricted to 14 feet 00 in. in width. Mobile homes with eaves are allowd, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is July 31, 2014.
Updated: 04/22/2014 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 closed. Estimated date of completion is July 31, 2014.
Updated: 04/22/2014 7:00 pm

I-5 MP 189

No to Minimum Delay; Construction Work
Comments: The signal at McVay has been activated. Sign and clean up work is being completed. Continue to use caution and watch for workers and trucks. Both traffic signals are now activated. There will sign and cleanup work to complete the project. There will be intermittent night work but most work will take place during the day with shoulder work at various locations happening from 8 AM to 5 PM weekdays. Please watch for workers and trucks entering and leaving the work area. Project Summary: This project replaces the existing traffic signal at McVay highway at 30th Ave.
Updated: 04/18/2014 09:41 am

I-5 MP 192 to 193.5

No to Minimum Delay; Construction Work
Comments: No work is planned this week. Please drive carefully through the work zone. No work is planned this week. Please drive carefully through the work zone. The southbound speed limit is reduced to 50 mph. Watch for construction vehicles entering and exiting the travel lanes at the median in both directions. Please drive carefully through the work zone. Watch for temporary traffic signs, roadside work crews and equipment. Watch for nighttime single-lane and shoulder closures.
Updated: 04/18/2014 09:28 am

I-5 MP 192.1 to 193.4

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) 1 Lane
Comments: No work planned the week of April 20 through 26. Continue to use caution in the work zone. No work planned the week of April 20 through 26. Continue to use caution in the work zone. Pending: Watch for single-lane closures east of I-5 at Jenkins Drive as crews install crosswalk. Watch for construction vehicles entering and exiting the work zone. Watch for roadside work crews and signs directing traffic to temporary lane configurations. Through approximately May 5, travel on Franklin Blvd. will be restricted to a single lane in each direction. The restriction will occur only during daytime hours between 7:30 a.m. and 4 p.m., Monday through Friday. The restrictions should not result in delays for motorists, bicyclists, or pedestrians. SUMMARY: Construction of a new pedestrian safety crosswalk on Franklin Blvd. in Glenwood, between Interstate 5 and Glenwood Blvd., will create daytime lane restrictions on Franklin Blvd. for approximately one month.
Updated: 04/18/2014 09:27 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: 04/22/2014 7:00 pm

I-5 MP 195.45 to 195.46

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , Shoulder (Northbound) Median , Shoulder
Comments: Traffic has shifted onto the new Beltline Bridge in a new temporary alignment which will allow the remainder of the old bridge to be demolished. Traffic has shifted onto the new Beltline Bridge in a new temporary alignment which will allow the remainder of the old bridge to be demolished. A speed limit reduction to 35 MPH is now in effect on Beltline. A speed limit reduction to 50 MPH is now in effect for I-5 through the construction zone. Most work will be happening behind barrier. Look for periodic lane closures and trucks entering and exiting the highway. Project Summary: This project will rebuild the interchange at Interstate 5 and Randy Papeí 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: 04/18/2014 09:29 am

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 Papť 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; thatís 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 ODOTís safety website at: http://www.oregon.gov/ODOT/TS/pages/workzonesafety.aspx
Updated: 04/01/2014 05:54 am

I-105 MP .8

No to Minimum Delay; Crash/Hazard
Comments: Hazardous debris is causing no to minimum delays, use caution.
Last Updated: 04/23/2014 07:17 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: 04/22/2014 7:00 pm

ORE22 MP 73 to 81.81

SANTIAM JCT; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 31 F
High Temp:
Low Temp:
Precipitation:
New Snow: 1 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 04/23/2014 02:04 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: 04/22/2014 7:00 pm

ORE38 MP 39 to 40

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: The Elk Creek Tunnel will be closed five nights a week, 8 PM to 6 AM Saturday night to Thursday morning. During daylight hours expect minor delays. During the detour hours, EB Ore 38 traffic will detour from Elkton to Sutherlin on Ore 138W, then N on I-5. WB traffic will follow the same route in the opposite direction. The tunnel may be open on some Saturday nights, visit this website for the current information. During the nighttime closure hours, workers will only open the tunnel to emergency service vehicles. All other traffic must use alternate routes.
Updated: 04/23/2014 05:50 am

ORE38 MP 39.83

Informational only; Commercial Vehicle Information
Details: OR38 MP 39.83 EB & WB (Elk Creek Tunnel near Elkton) Effective February 15, 2014, this section of OR38 will be closed Saturday to Wednesday nights between the hours of 8 PM & 6 AM. No closures will take place Thursday or Friday nights. In addition, this section of OR38 will be restricted to 14 feet 00 in. in width on Sunday to Thursday between the hours of 6 AM & 8 PM (DAYTIME). Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. No width restrictions will be in place on Friday or Saturday. Estimated date of completion is May 23, 2014.
Updated: 04/22/2014 7:00 pm

ORE42 MP 0

Estimated delay of 20 minutes - 2 hours; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane
Comments: A crash has occurred, use caution.
Last Updated: 04/23/2014 02:17 am

ORE58 MP 13.19 to 69.41

No to Minimum Delay; Construction Work
Comments: Watch for survey workers near highway. Slow down and use caution. Some sign installations will require flagging with minimal delays days and nights. Contractor Survey for this project is expected to be done in early April with minimal impact to traffic. Sign installation is anticipated to start in May, with completion in June. Some sign installations will require flagging with delays of approximately 5 to 15 minutes, with both day and night work anticipated. Project Summary: This project replaces and updates to current standards and design, the curve warning signs for sections of multiple Region 2 highways.
Updated: 04/18/2014 10:05 am

ORE58 MP 56 to 56.2

No to Minimum Delay; Construction Work
Comments: There will only be limited activity on the project this season to prepare the roadway for the 2014 2015 winter. Work to resume in 2015. There will only be limited activity on the project this season to prepare the roadway for the 2014-15 winter. Work is expected to resume under a new Contract in 2015. 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 project will: Replace the half viaduct west of the tunnel, Replace the three half viaducts east of the tunnel, Repair the tunnel liner and Lower the tunnel floor.
Updated: 04/21/2014 4:00 pm

ORE126 MP 1.28

No to Minimum Delay; Construction Work
Comments: The signal at Greenhill has been activated. Sign and clean up work is being completed. Continue to use caution and watch for workers and trucks. Both traffic signals are now activated. There will sign and cleanup work to complete the project. There will be intermittent night work but most work will take place during the day with shoulder work at various locations happening from 8 AM to 5 PM weekdays. Please watch for workers and trucks entering and leaving the work area. This project is scheduled to complete in February, 2014. Project Summary: This project replaces traffic signals at Beltline (OR126) at Greenhill Rd. Also included is paving the project area at the Greenhill site.
Updated: 04/18/2014 09:39 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: 04/22/2014 7:00 pm

ORE126 MP 14.37 to 42.25

No to Minimum Delay; Construction Work
Comments: Watch for survey workers near roadway. Some sign installation will require flagging with minimal delays both day and night. Contractor Survey for this project is expected to be done by the end of April with minimal impact to traffic. Sign installation is anticipated to start on April 28th on US26 from which the Contractor will work south and then east, with completion in June on OR58. Some sign installations will require flagging and pilot car with delays of approximately 5 to 15 minutes, with both day and night work anticipated. This project replaces and updates to current standards and design, the curve warning signs for sections of multiple Region 2 highways.
Updated: 04/18/2014 10:05 am

ORE138 MP 85.5

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Eastbound) 1 Lane
Comments: A crash has occurred, use caution.
Last Updated: 04/23/2014 05:44 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: 04/22/2014 7:00 pm

ORE180 MP 2

No to Minimum Delay; Crash/Hazard
Comments: Hazardous tree or vegetation is causing no to minimum delays, use caution.
Last Updated: 04/23/2014 06:59 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: 04/22/2014 7:00 pm

ORE242 MP 84 to 65.89

Seasonal Closure; Information
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: The gate at White Branch mile post 61.8 is open to Alder Springs mile post 65.89, where the second gate is closed. The remainder is closed for now. The gate at White Branch mile post 61.8 is open to Alder Springs mile post 65.89. The second gate is CLOSED. The opening of the remainder of McKenzie Pass to motorized vehicles will be on or after the third Monday in June, depending on the snow pack depth and upcoming weather conditions.
Last Updated: 04/21/2014 3:33 pm

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: 04/22/2014 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: 04/22/2014 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: 04/22/2014 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: 04/22/2014 7:00 pm

ORE126B MP 1.25 to 1.46

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) , Shoulder (Eastbound) 1 Lane , Shoulder
Comments: Expect intermittent lane restrictions and sidewalk closures. Watch for construction vehicles and equipment. North sidewalk remains closed. Construction has begun. Expect intermittent lane restrictions and sidewalk closures. Watch for construction vehicles and equipment near the roadway. The north sidewalk will remain closed until all repairs on that side are completed. Project Summary: This project will repair corrosion and rust damage to the historic steel bridge and rehabilitate four roller bearing assemblies. A portion of the bridge will be painted. This project will affect only the westbound bridge.
Updated: 04/18/2014 09:29 am

US20 MP 16.29 to 21.88

Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Maintenance of erosion control features is the only activity currently underway at the project site. The next phase will start late spring. The entire project remains on-track for the placement of traffic at the end of the 2016 construction season.
Updated: 04/21/2014 4:41 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: 04/22/2014 7:00 pm

US20 MP 41.53 to 71.59

TOMBSTONE; Severe Weather Hazard
Weather Condition: Snow Flurries
Pavement Condition: Packed Snow
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 29 F
High Temp:
Low Temp:
Precipitation:
New Snow: 2 in.; Roadside Snow: 5 in.
Comments:
Last Updated: 04/23/2014 03:59 am

US20 MP 71.59 to 89.2

SANTIAM PASS SMT; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 28 F
High Temp:
Low Temp:
Precipitation:
New Snow: 1 in.; Roadside Snow: 6 in.
Comments:
Last Updated: 04/23/2014 02:04 am

US20 MP 92.29 to 92.83

Informational only; Commercial Vehicle Information
Details: US20/OR126 MP 92.29 to MP 92.83 EB & WB (Sisters) Effective March 1, 2014, this section of US20/OR126 will be closed. Eastbound and westbound truck traffic will be directed to use Barclay Dr and Locust St to avoid the closure. This detour is approved for over-dimension loads as well. Estimated date of completion is June 15, 2014.
Updated: 04/22/2014 7:00 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: 04/22/2014 7:00 pm

US101 MP 146.9 to 155.2

No to Minimum Delay; Maintenance Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: US101 will be paved from Newport to Waldport. Work will resume late spring from MP 146.9-155.25.
Updated: 04/21/2014 4:43 pm

US101 MP 154.7 to 155.25

Informational only; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Highway will be repaved from just south of Newport to Waldport. Work will resume late spring from MP 154.7-155.25.
Updated: 04/21/2014 4:43 pm

US101 MP 175

Estimated delay under 20 minutes; Construction Work
Comments: Expect single lane closures controlled by flaggers when contractor is working. Delays will average 10-15 minutes. Drive with caution in work zone. Expect intermittent single lane closures controlled by flaggers when the contractor is working. Delays will average 10-15 minutes with a maximum of 20 minutes. Project Summary: This project will construct a new cathodic protection system to protect the bridge from the harsh coastal environment and extend its useful life. The concrete surface of the structure will be sprayed with a sacrificial carbon based coating so that the steel reinforcements do not corrode. The cathodic protection system consists of the carbon based coating and an electrical system on a low voltage impressed current. Big Creek Bridge is one of Oregonís original coastal bridges built in 193l and designed by renowned ODOT bridge designer Conde McCullough. It was constructed by Union Bridge Company. It is listed on the Historic Register.
Updated: 04/18/2014 09:36 am

US101 MP 178.16 to 178.49

Informational only; Commercial Vehicle Information
Details: US101 MP 178 to MP 179 NB & SB (Cape Creek) Effective January 17, 2014, this section of US101 will be restricted to 8 feet 06 in. in width (LEGAL WIDTH) on Monday-Friday between the hours of 5 PM & 7 AM, and at all hours on weekends. In addition, this section of US101 will be restricted to 12 feet 00 in. in width on Monday-Friday between the hours of 7 AM & 5 PM. Estimated date of completion is May 31, 2014.
Updated: 04/22/2014 7:00 pm

US101 MP 178.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Expect intermittent single lane closures with flaggers in the construction zone. Expect less than 20 minute delays. Heceta Head State Park accessible. The construction zone is open to two 12-foot wide lanes of travel when the contractor is not working. Expect intermittent single lane closures controlled by flaggers when the contractor is working. During the week of 3/31, the project will be controlled by flaggers 24 hours a day to allow the remainder of the bridge rail to be removed. Delays will average 10-15 minutes with a maximum of 20 minutes. Access to the Heceta Head State Park will be maintained at all times during construction. PROJECT SUMMARY: The historic Cape Creek Bridge has a deteriorating bridge railing that does not meet modern safety standards, and has several areas with exposed reinforcement and inserts that are deteriorating. The existing sidewalk has also been damaged from saltwater spray penetrating the concrete. This project will replace the existing bridge rail with an upgraded concrete railing that matches the look of the original rail while providing the safety of a modern bridge rail. The sidewalk will also be replaced to accommodate the new rail system.
Updated: 04/18/2014 09:36 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: 04/22/2014 7:00 pm

US101 MP 198

Estimated delay under 20 minutes; Construction Work
Comments: Construction has begun. Expect intermittent single lane restrictions with flagger control and 5 to 20 minute delays. Construction of the turn lane improvements is now underway. During construction, motorists should expect intermittent single lane restrictions with flaggers controlling traffic and delays of 5 to 20 minutes. Project Summary: This project will expand and improve a dedicated right-turn lane from southbound U.S. 101 to the Siltcoos Recreation Area, seven miles south of Florence. Vehicles turning into the recreation area, especially longer vehicles pulling recreational trailers, currently have a hard time making the turn. In addition, during busy summer months, long queues of vehicles can back up on the highway as they wait to turn.
Updated: 04/18/2014 09:37 am

US101 MP 205 to 206.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane , Shoulder
Comments: Odot and a contractor are working to clear hazardous trees. Expect minor delays and use caution.
Updated: 04/20/2014 4:46 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, for bridge work. A temporary traffic signal is in place. This is a two year project for paint and repairs to the bridge over the Umpqua River & McIntosh Slough Bridge. The traffic signal is the responsibility of the contractor.
Updated: 04/20/2014 4:47 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 90 days there will be a 3-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: 04/22/2014 7:00 pm

US101 MP 233.4

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Southbound) 1 Lane
Comments: Road maintenance operations are occurring, use caution.
Updated: 04/22/2014 10:12 pm

US101 MP 233.4 to 234.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Traffic control with flaggers and pilot cars, 8 PM to 6 AM, at the North end of 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: 04/20/2014 4:44 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: 04/22/2014 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.
Updated: 04/20/2014 4:45 pm