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: 07/24/2014 10:00 am

I-5 MP 112.13 to 151.8

Informational only; Commercial Vehicle Information
Details: I-5 MP 112 to MP 154 NB & SB (Dillard to Scotts Valley) 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 15 feet 11 in. in height northbound, and 15 feet 10 in. in height southbound with the width is restricted. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is August 15, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 112.23 to 151.81

Informational only; Commercial Vehicle Information
Details: I-5 MP 112 to MP 154 NB & SB (Dillard to Scotts Valley) 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 15 feet 11 in. in height northbound, and 15 feet 10 in. in height southbound with the width is restricted. No width or height restrictions will be in place from 3 PM Friday until 9 PM Sunday. Estimated date of completion is August 15, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 120

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Southbound) , Shoulder
Comments: A crash has occurred, use caution.
Last Updated: 07/24/2014 12:22 pm

I-5 MP 123.91

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 124 on-ramp from OR138 (Roseburg) Effective July 16, 2014, the I-5 SB Exit 124 on-ramp from OR138 will be intermittently closed Sunday through Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is July 31, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 124.16

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 124 off-ramp to OR138 (Roseburg) Effective July 1, 2014, the ramp from I-5 southbound Exit 124 to OR138 will be intermittently closed on Sunday to Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is July 31, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 124.2

Informational only; Commercial Vehicle Information
Details: I-5 NB on-ramp from OR138 EB (Roseburg) Effective July 31, 2014, the ramp from OR138 eastbound to I-5 northbound will be intermittently closed on Sunday to Thursday nights between the hours of 7 PM & 7 AM. The estimated date of completion is August 11, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 124.37

Informational only; Commercial Vehicle Information
Details: I-5 NB on-ramp from OR138 WB (Roseburg) Effective August 7, 2014, the ramp from OR138 westbound to I-5 northbound will be intermittently closed on Sunday to Thursday nights between the hours of 7 PM & 7 AM. The estimated date of completion is August 13, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 126.92

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 127 on-ramp from WB Edenbower Blvd (Roseburg) Effective August 4, 2014, the ramp from westbound Edenbower Blvd to I-5 northbound will be intermittently closed on Sunday to Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is August 6, 2014.
Updated: 07/24/2014 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: 07/24/2014 10:00 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: 07/24/2014 10:00 am

I-5 MP 160 to 171

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Road construction, use caution and expect delays. From July 7 to July 31, watch for intermittent single-lane closures through the work zone (MP 162-170). Watch for congestion and delays during peak travel times, including Sunday afternoons and evenings. Consider alternate routes. The SB Exit 170 on-ramp is closed. Watch for intermittent nighttime SB ramp closures at Exit 162 (Drain/OR 38 junction) and Exit 163 (Curtin) after July 7. All NB ramps are open during this construction phase. Watch for construction signs, roadside message boards and traffic control devices. Watch for workers and construction vehicles. The speed limit on I-5 is 65 mph through the work zone.
Updated: 07/19/2014 1:39 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 8, 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: 07/24/2014 10:00 am

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 August 31, 2014.
Updated: 07/24/2014 10:00 am

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 August 31, 2014.
Updated: 07/24/2014 10:00 am

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 August 31, 2014.
Updated: 07/24/2014 10:00 am

I-5 MP 163.42 to 163.78

Informational only; Commercial Vehicle Information
Details: I-5 MP 163.4 to MP 164.0 NB (Curtin) Effective May 8, 2014, this section of I-5 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 July 31, 2014.
Updated: 07/24/2014 10:00 am

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 August 31, 2014.
Updated: 07/24/2014 10:00 am

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 August 31, 2014.
Updated: 07/24/2014 10:00 am

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: 07/24/2014 10:00 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. Project summary: Replace the Interstate 5 Bridge over the Willamette River between Eugene and Springfield. Contractors have completed construction of the new bridges. The Patterson Slough Bridges are also complete. Construction continues on the bike-ped viaduct along Franklin Boulevard, as does landscaping in parks adjacent to the project.
Updated: 07/18/2014 3:20 pm

I-5 MP 192.1 to 193.4

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) 1 Lane
Comments: Watch for construction vehicles entering and exiting the work zone at Jenkins Drive. The south side sidewalk is closed; use north side sidewalk. Watch for construction vehicles entering and exiting the work zone at Jenkins Drive. Pedestrians and bicyclists: The sidewalk on the south side of Franklin Boulevard to be closed due to adjacent business construction. Use the new crosswalk east of Jenkins Drive to access the new viaduct path on the north side of Franklin Boulevard.
Updated: 07/18/2014 3:20 pm

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: 07/24/2014 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: The on ramp to south bound I-5 from WB beltline may be closed weeknights from 8pm to 5:30 am. Follow detour route signs. Traffic has been shifted onto the new Beltline Bridge in a new temporary alignment which will allow the remainder of the old bridge to be demolished. The onramp to SB I-5 from WB beltline may be closed weeknights from 8pm to 5:30 am 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 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: 07/18/2014 3:23 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: 04/01/2014 05:54 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: 07/24/2014 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: 07/24/2014 10:00 am

ORE42 MP 38.2 to 45.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Expect traffic control with flaggers and pilot car, 24 hours a day, from 7 PM Sunday to 7 PM Saturday. Use caution and watch for signs. This is for improving sight distances for drivers in the county line curves area of the highway.
Updated: 07/19/2014 1:32 pm

ORE42 MP 43.59 to 44.95

Informational only; Commercial Vehicle Information
Details: OR42 MP 44 to MP 46 EB & WB (East of Remote) Effective May 19, 2014, this section of OR42 will be restricted to 16 feet 00 in. in width. Estimated date of completion is September 15, 2014.
Updated: 07/24/2014 10:00 am

ORE42 MP 57

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Road maintenance operations are occurring, use caution. Single lane of travel both directions. Expect delays.
Updated: 07/24/2014 10:50 am

ORE58 MP 6.5 to 11

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 1 Lane
Comments: Expect lane closures and flaggers controlling traffic 24 hours a day with 20 minute delays. Watch for flaggers and trucks in work zone. The Contractor will continue working on the full rebuild section between mileposts 10 and 11, with 24 hour flagging for the next week. Paving and other work outside of the rebuild area will occur Sunday through Thursday with weeknight lane closures usually limited to the hours of 7PM to 7AM. Please watch for flaggers and trucks entering and leaving the work area, as well as abrupt edges. Project Summary: This is a pavement preservation project that will replace the deteriorating surfacings in this section. There is also a section of total surfacing replacement that will require around the clock flagging.
Updated: 07/18/2014 3:48 pm

ORE58 MP 10

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Road construction is occurring, use caution.
Updated: 07/10/2014 11:03 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: 07/24/2014 10:00 am

ORE126 MP 19.5 to 20

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring, use caution.
Updated: 07/24/2014 09:53 am

ORE138 MP 11.5

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring, use caution. Traffic control with flaggers.
Updated: 07/24/2014 09:03 am

ORE138 MP 45 to 60

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring, use caution. Watch for slow moving vehicles. Expect delays.
Updated: 07/24/2014 09:13 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: 07/24/2014 10:00 am

ORE225 MP .01 to 2.53

Informational only; Commercial Vehicle Information
Details: OR225 (McVay Hwy) MP 0.00 to MP 2.52 (Eugene/Springfield) Effective July 18, 2014, this section of OR225 (McVay Hwy) will be closed. Estimated date of completion is September 30, 2014.
Updated: 07/24/2014 10:00 am

ORE226 MP 1

Estimated delay under 20 minutes; Crash/Hazard
Comments: A crash has occurred, use caution.
Last Updated: 07/24/2014 12:45 pm

ORE229 MP 23.79 to 23.94

Informational only; Commercial Vehicle Information
Details: OR229 MP 23.79 to MP 23.94 NB & SB (Siletz) Effective August 9, 2014, this section of OR229 will be closed between the hours of 10 AM & 11 AM for one day only.
Updated: 07/24/2014 10:00 am

ORE230 MP 0 to 23.8

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Road maintenance operations are occurring, use caution. Slow moving vehicles. Expect delays.
Updated: 07/24/2014 09:12 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: 07/24/2014 10:00 am

ORE569 MP 7.05

OFF RAMP
Closure with Detour; Maintenance Work
Comments: Beltline on ramps will be intermittently closed between the hours of 9 p.m. and 5 a.m. from Prairie Road and Northwest Expressway. Use detour route. Ramps Affected. Beginning July 14 and continuing until July 30, the following ramps will be intermittently closed between the hours of 9 p.m. and 5 a.m.: • OR 569 WB Exit 7A ramp to Prairie Road • OR 569 on-ramp from Prairie Road • OR 569 WB on-ramp from Northwest Expressway • OR 569 EB Exit 7 ramp to Northwest Expressway Detour Route Information - When the ramps listed above are closed, traffic should use OR 99 and River Road to access OR 569.
Updated: 07/18/2014 4:49 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: 07/24/2014 10:00 am

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: 07/24/2014 10:00 am

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: 07/24/2014 10:00 am

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: 07/24/2014 10:00 am

ORE99E MP 30.13

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Bridge work is occurring. Use caution. Expect minor delays
Updated: 07/24/2014 09:05 am

US20 MP 16.29 to 21.88

Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Majority of work will take place away from the main highway. Watch for flaggers on the roadway. Please proceed with caution. Blasting has started. Approximately one blast per week is currently scheduled. 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: 07/21/2014 10:25 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: 07/24/2014 10:00 am

US20 MP 27 to 30

No to Minimum Delay; Maintenance Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Crack sealing project will start June 9th until July 21st. Work hours are 7:30 PM to 6 AM, Monday thru Thursday. Expect alternating lane closures. An ODOT contractor will be crack sealing US20 through Sweet Home. All work will be completed during the nighttime hours. Work should wrap up by July 21st.
Updated: 06/06/2014 12:32 pm

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) As of June 26, 2014, the 12 width restriction through Sisters has been lifted; however there are new requirements for loads over 12 wide traveling through this area. The movement of two loads each exceeding 12 in width traveling in opposing directions through Sisters at the same time is not allowed through a six block section of downtown Sisters between S Pine St and S Larch St due to horizontal width constraints. The lead pilot vehicle operator must ensure no oversize load over 12' in width enters the restricted section from the opposite direction before the permitted vehicle enters the restricted section. Pilot vehicles escorting wide loads exceeding 12' in width must announce their approaching presence on CB radio channel 17 prior to entering the six block section of downtown Sisters between S Pine St and S Larch St. In the event of an oncoming oversize load, one of the lead pilot vehicle operators must direct his piloted load to wait and allow the approaching load to pass safely before proceeding.
Updated: 07/24/2014 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: 07/24/2014 10:00 am

US101 MP 146.9 to 155.2

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Night paving from 7 PM to 7 AM, Sunday thru Thursday. Flaggers and pilot cars will be controlling traffic. Proceed with caution. US101 will be repaved from just south of Newport to Waldport. This project is anticipated to be done by July 31st.
Updated: 07/21/2014 10:10 am

US101 MP 154.7 to 155.25

Informational only; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Night paving from 7 PM to 7 AM, Sunday thru Thursday. Flaggers and pilot cars will be controlling traffic. 5 to 15 minute delays should be expected. US101 will be repaved from just south of Newport to Waldport. The project is anticipated to be done by July 31st.
Updated: 07/21/2014 10:10 am

US101 MP 175

Estimated delay under 20 minutes; Construction Work
Comments: Expect intermittent single lane closures controlled by flaggers when the contractor is working. Delays will average 10-15 minutes. Drive with caution. 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 Oregon’s 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: 07/18/2014 3:52 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: 07/24/2014 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: 07/19/2014 1:38 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: 07/24/2014 10:00 am

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: 07/19/2014 1:30 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: 07/24/2014 10:00 am

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: 07/19/2014 1:32 pm

US101 MP 238 to 240

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 2 Lanes (Southbound) 2 Lanes
Comments: Road maintenance operations are occurring, use caution.
Updated: 07/24/2014 08:07 am