West Oregon Road Conditions

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: 05/24/2013 10:00 am

I-5
MP 106.51

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 106 off-ramp to Weaver Rd (Myrtle Creek) Effective June 13, 2013, the ramp from I-5 northbound Exit 106 to Weaver Rd will be closed between the hours of 8 PM & 2 AM. Estimated date of completion iss June 14, 2013.
Updated: 05/24/2013 10:00 am

I-5
MP 192 to 193.5

Estimated delay under 20 minutes; Construction Work
Comments: Watch for night time single lane closures. Be aware of construction vehicles, traffic signs and roadside work crews. Use caution. Interstate 5 (between mileposts 192.0 and 193.5): Watch for construction vehicles entering and exiting the travel lanes at the shoulder. Watch for temporary traffic signs, roadside work crews and equipment. Watch for nighttime single-lane and shoulder closures. Please drive carefully through the work zone. Reduce speed.
Updated: 05/23/2013 4:01 pm

I-5
MP 192.1 to 193.4

Estimated delay under 20 minutes; Construction Work
Comments: Expect single lane closures in both directions thru June 14. Watch for traffic congestion at Franklin and Jenkins Dr. Reduce speed. Caution. Expect single-lane closures in both directions until June 2013. The speed limit is reduced to 35 mph. Watch for roadside work crews and construction vehicles entering and exiting the travel lanes from the roadway shoulder and at the intersection of Franklin Boulevard and Jenkins Drive. Monday, May 13 through Wednesday, May 15, watch for overnight lane closures and alternating one-way traffic controlled by flaggers. Please drive carefully and obey all construction signs and flagger instructions. For the latest online information about the project, please visit willamettebridge.org, read the blog at willametteriverbridge.blogspot.com and follow us on Twitter: @OregonDOT. Construction has now begun on the NB Willamette River bridge and Patterson Slough Bridge. Use extreme caution while driving in the work zone. Cyclist and pedestrian path users should use caution and expect some delays for construction activity. This project will replace the I-5 bridge over the Willamette River.
Updated: 05/23/2013 4:01 pm

I-5
MP 192.27

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 192 off-ramp (to OR99/OR126 Business) - Eugene Effective October 3, 2011, the I-5 northbound Exit 192 off-ramp to OR99/OR126 Business will be closed. Estimated date of re-opening is January 1, 2014.
Updated: 05/24/2013 10:00 am

I-5
MP 192.8

Estimated delay under 20 minutes; Construction Work
Comments: North bound to Franklin Boulevard off ramp exit 192 is closed until October 2013. Detour via exit 191 and Glenwood Boulevard. Watch for work crews. The I-5 northbound Franklin Blvd. off-ramp Exit 192 (milepost 192.8) is closed until October 2013; detour via Exit 191 and Glenwood Blvd. Watch for roadside work crews and equipment. Please drive carefully through the work zone.
Updated: 05/23/2013 4:01 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: 05/24/2013 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: Expect a lot of activity on the off ramp at south bound I 5 and west bound Beltline. Watch for trucks. Observe speed reductions. Use caution There will be a lot of activity on the off-ramp between SB I5 and WB Beltline as well as the median of I-5. Look for trucks entering and exiting the roadway and advance signing. 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. On May 22 and 23, the EB Beltline to SB I5 ramp will be closed between 8pm and 5:30am. Use the posted detour route. 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: 05/23/2013 4:03 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: 05/23/2013 4:01 pm

I-5
MP 195.45 to 195.46

Future Event:
OFF RAMP
Informational only; Construction Work
Expected Start Date: 5/27/2013 5:00:00 PM
Comments: May 28 thru 31, the west bound Beltline ramp to south bound I 5 will be closed between 8 pm and 5 30 am. Detour route posted. Use caution. Ramps Affected. Construction on a project to improve the Interstate 5/OR 569 (Randy Papé Beltline) interchange in Eugene/Springfield, will result in nighttime ramp closures and rolling slowdowns on Interstate 5 beginning next week. Beginning Tuesday, May 28 and continuing until Friday morning, May 31, the westbound Beltline ramp to southbound I-5 will be closed nightly from 8 pm to 5:30 am. A second week of nighttime ramp closures will occur between June 3 and Friday morning, June 7, from 8 pm to 5:30 am. Ramp closure detour During the ramp closures, motorists should continue westbound on Beltline, take Exit 12 to Coburg Rd. southbound, cross under and re-enter Beltline eastbound, exit to I-5 southbound (See attached map). Rolling slowdowns During the same two week period, there will be multiple rolling slowdowns of traffic in both directions on I-5 nightly, between 9 p.m. and 5 a.m. The slowdowns will allow the contractor time to place beams across I-5 as part of a temporary bridge. The southbound rolling slowdowns will begin at the Coburg exit (Exit 199). The northbound rolling slowdowns will begin at the Glenwood Blvd. exit (Exit 191). Traffic will be released shortly after passing under the Beltline bridge. During the rolling slowdowns, traffic will be held on the ramps accessing I-5 between the slowdown points. On I-5, pilot cars will travel in front of traffic at a reduced speed, creating a window of time for the contractor to place beams used for a temporary bridge being constructed across the freeway on Beltline. There are a total of seventeen beams to be placed. The contractor will also use the rolling slowdowns to remove some existing sign structures over the highway. Closures associated with I-5/Beltline Unit 3 project I-5/Beltline Unit 3 is a two-year project funded by the 2009 Jobs and Transportation Act (HB 2001), approved by the Oregon Legislature. K & E Excavating, Inc., of Salem was awarded the low-bid contract of $13.368 million. Construction is scheduled for completion in November, 2014. This is the third phase of improvements to make the interchange safer and more efficient. In 2013 and 2014, the project will construct: - A new southbound I-5 to westbound Beltline off-ramp. - A new southbound I-5 to eastbound Beltline off-ramp. - A new westbound Beltline to southbound I-5 on-ramp - A new Beltline Bridge over I-5 with two additional eastbound lanes - A new dedicated right turn lane for eastbound Beltline to southbound Gateway Base construction and structures for a new multi-use path to connect south of the interchange to north of the interchange. The path is to open upon completion of Unit 4 in 2016.
Updated: 05/23/2013 5:34 pm

I-5
MP 198.39 to 200.15

OFF RAMP
No to Minimum Delay; Construction Work
Comments: The project is on schedule to be completed by the end of June 2013. Ramps Affected. Roberts Road has been closed and all traffic is now using South Industrial Way. The project is on schedule to be completed by the end of June, 2013. This project will improve the I-5/Coburg interchange, and improve the efficiency and safety of travel on Pearl Street, Coburg Industrial Way, and Roberts Road in the City of Coburg. The project will, among other things: •Close access to Roberts Road on the south side of Pearl Street with a cul de sac. •Connect Roberts Road to the intersection of Coburg Industrial Way and Pearl Street by constructing a new road, Coburg Industrial Way South. •Widen and lengthen the I-5 southbound on-ramp to accept 2 lanes turning east to south from Pearl Street.
Updated: 05/23/2013 4:50 pm

I-5
MP 198.39 to 199.38

Informational only; Commercial Vehicle Information
Details: I-5 MP 198.01 to MP 199.41 NB & SB (Coburg) Effective June 4, 2013, this section of I-5 will be restricted to 16 feet 00 in. in width on Monday to Thursday between the hours of 8 PM & 6 AM. In addition, the height will be restricted to 15 feet 10 in. in height southbound during the same time. Estimated date of completion is July 31, 2013.
Updated: 05/24/2013 10:00 am

I-5
MP 233 to 233.5

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes
Comments: The SB freeway will lowered to increase the clearance for high loads under the Santiam Hwy overcrossing. SB traffic is diverted around the work zone. The south bound freeway will lowered to increase the clearance for high loads under the Santiam Hwy overcrossing. The contractor will be constructing the southbound detour. Traffic will be moved over into the median late Monday night. Expect nighttime lane closures and five minute delays from 8 pm to 6 am Monday through Thursday nights south bound. Watch for trucks entering and leaving the freeway. No lanes will be closed during the daytime.
Updated: 05/03/2013 3:56 pm

I-5
MP 233.3

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 233 off-ramp to US20 (Albany) Effective April 25, 2013, the ramp from I-5 southbound Exit 233 to US20 will be intermittently closed on Monday - Thursday nights between the hours of 8 PM & 6 AM. Estimated date of completion is June 14, 2013.
Updated: 05/24/2013 10:00 am

ORE22
MP 30.03

Informational only; Commercial Vehicle Information
Details: OR22 Mill City Bridge (not on main OR22) Bridge actually on Connector 162AY MP 1C30.29 - 1st Street crossing over the Santiam River is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2.
Updated: 05/24/2013 10:00 am

ORE34
MP .13

Informational only; Commercial Vehicle Information
Details: Old OR34 Van Buren St Bridge (Corvallis) MP 0.13 Willamette River (Van Buren Street) in Corvallis is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
Updated: 05/24/2013 10:00 am

ORE36
MP 19.69

Informational only; Commercial Vehicle Information
Details: OR36 MP 19.69 Steinhauer Creek OR36 Steinhauer Creek Bridge at MP19.69 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Weight Table 4.
Updated: 05/24/2013 10:00 am

ORE38
MP 17.8 to 18.2

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Traffic controlled by flaggers 24 hours, Monday through Friday, for excavation. All lanes will be open on the weekends. This is the Scottsburg-Wells Creek curve realignment project.
Updated: 05/20/2013 09:42 am

ORE38
MP 18.04

Informational only; Commercial Vehicle Information
Details: OR38 MP 17.79 to MP 18.20 EB & WB (Scottsburg) Effective May 13, 2013, this section of OR38 will be restricted to 16 feet 00 in. in width. Estimated date of completion is July 1, 2013.
Updated: 05/24/2013 10:00 am

ORE58
MP 30.75 to 30.77

Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Construction is complete. Construction has begun and is scheduled to continue into June. During construction, traffic will be restricted to one lane controlled by flaggers during the daytime hours. Construction will be performed during the weekdays, typically Monday through Thursday. There will be no restrictions during the nighttime hours or weekends. Watch for flaggers directing traffic and construction vehicles leaving and entering the roadway. A contractor for ODOT will begin construction of a bridge strengthening project next week which will restrict daytime travel on Oregon 58 (Willamette Hwy), approximately 4.25 miles west of Oakridge (milepost 30.76). The OR 58: Deception Creek Bridge Girder Strengthening project will strengthen the bridge that was built in 1953. The bridge is currently in good condition but it was constructed with less reinforcement than is required for today’s heavier loads. If strengthening is not done, the bridge would need to have a vehicle load restriction placed on it. The structure will be strengthened through the use of fiber reinforced polymer strips that will be bonded to the concrete beams. The project is scheduled for completion in June. Great Western Corporation of North Bend, Oregon was awarded the low-bid contract of $120,000.
Updated: 05/23/2013 4:51 pm

ORE58
MP 56 to 56.2

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Monday to Thursday evening closures from 8 p.m. to 6 a.m. includes holiday. One lane will remain open during the day with up to 20 minute delay. Lane restrictions and nighttime closures at the OR 58: Salt Creek Tunnel has begun. The highway has been reduced to a single lane for two-way traffic during the day time. Flaggers and a pilot car will control travel in alternating directions. Motorists should anticipate delays of 5-20 minutes. The highway will be closed to all traffic in both directions Monday through Thursday nights only between 8 p.m. and 6 a.m. There is no local detour available and motorists will need to use an alternate route. There will be no nighttime complete closures from Friday at 6 a.m. until Monday at 8 p.m. during the construction season. The single lane restriction will remain in place during all hours when the tunnel is open. 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 project will: · Replace the half viaduct west of the tunnel · Replace the three half viaducts east of the tunnel · Repair the tunnel liner · Lower the tunnel floor Construction will take place over two construction seasons in 2012 and 2013.
Updated: 05/23/2013 4:50 pm

ORE58
MP 56.1

Informational only; Commercial Vehicle Information
Details: OR58 MP 56 to MP 59 EB & WB (Salt Creek Tunnel) Effective April 17, 2013, this section of OR58 at the Salt Creek Tunnel will be CLOSED to all traffic in both directions at night Monday-Thursday nights between the hours of 8 PM & 6 AM. In addition, this section of highway will be restricted to 8 feet 06 in. in width (LEGAL WIDTH) and 14 feet 00 in. in height (LEGAL HEIGHT) at all times (day or night) when the highway is open (including Friday / Saturday / Sunday). Estimated date of completion is October 15, 2013.
Updated: 05/24/2013 10:00 am

ORE99
MP 14.65 to 14.79

Informational only; Commercial Vehicle Information
Details: OR99 MP 14.65 to MP 14.79 SB (Cottage Grove) Effective April 22, 2013, this section of OR99 southbound will be closed on Monday - Friday nights between the hours of 10 PM & 7 AM. In addition, effective May 6, 2013, this section of OR99 southbound will be closed at all hours. Estimated date of completion is June 30, 2013.
Updated: 05/24/2013 10:00 am

ORE99
MP 14.69 to 14.86

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Highway 99 (Ninth Street) will close for 1 block between Gibbs and Whiteaker starting May 28. Observe detour signs and traffic control devices. Construction is underway. Highway 99 (9th Street) will be closed for one block between Gibbs and Whiteaker Avenues starting Tuesday morning, May 28. Local traffic may detour onto East Main Street, River Road and Woodson Place. Motorists should watch for detour signage and traffic control devices. Access to all local businesses will be maintained throughout construction. Blue business access signs will direct the public to the accesses. Pedestrians should watch for intermittent sidewalk and crosswalk closures. Nearby residents should anticipate nighttime noise consistent with road construction. This project will realign the intersection of East Main and OR 99 to improve safety, construct streetscape enhancements, improve bike and pedestrian facilities and upgrade and improve traffic signals at 4th and at East Main and OR 99. In addition, a new water main will be constructed for the City of Cottage Grove.
Updated: 05/23/2013 4:57 pm

ORE99
MP 28.48 to 28.89

Informational only; Commercial Vehicle Information
Details: OR99E MP 28.48 to MP 28.89 NB & SB (Harrisburg) Effective July 4, 2013, this section of OR99E will be closed between the hours of 10:30 AM & 2 PM (DAYTIME) for one day only.
Updated: 05/24/2013 10:00 am

ORE99
MP 108.76 to 109.76

Informational only; Commercial Vehicle Information
Details: OR99 MP 108.76 to MP 109.76 NB & SB (Junction City) Effective June 1, 2013, this section of OR99 will be closed between the hours of 4 PM & 11 PM. Estimated date of completion is June 1, 2013.
Updated: 05/24/2013 10:00 am

ORE126
MP .18 to .19

Informational only; Commercial Vehicle Information
Details: OR126 Business MP 0.18 to MP 0.19 EB & WB (crossing under I-5 in Eugene) Effective February 4, 2013, this section of OR126 Business (Franklin Blvd) will be restricted to 16 feet 02 in. in height. Estimated date of completion is July 1, 2013.
Updated: 05/24/2013 10:00 am

ORE126
MP 1.34

Informational only; Commercial Vehicle Information
Details: OR126 Business WB MP 1.34 (Main St. Springfield) MP 1.34 Willamette River Bridge (1 mile east of I-5 in Springfield) 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: 05/24/2013 10:00 am

ORE126
MP 3.8 to 9.9

Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Construction will begin soon. Most work will occur at night with single lane and ramp closures. Expect a weekend closure at 42 Street. Construction to begin soon and continue until late September. Much of the work will be completed at night to avoid peak travel times. During construction, motorists can expect single lane closures in both directions; ramp closures; and weekend closures of the 42nd Street interchange. "Q" St / Pioneer Parkway interchange: Single-lane closures and ramp closures anticipated at night in late May and early June. Watch for temporary traffic signs, traffic control devices, work crews and equipment. Please drive carefully through the work zone. Motorists should monitor www.tripcheck.com and www.keepusmoving.info for the latest closure information. Residents and businesses along the highway should anticipate noise consistent with road construction. This project will preserve the existing highway by grinding and replacing two inches of asphalt in most areas and reconstructing the eastbound portions of the 42nd Street interchange. The project will also improve safety by constructing cable median barrier between Mohawk Blvd. and East Main Street (MP 6.24-9.97).
Updated: 05/23/2013 4:46 pm

ORE164
MP 6.24

Informational only; Commercial Vehicle Information
Details: OR164 (Jefferson Hwy) MP 6.24 (Santiam River Bridge) - Jefferson OR164 at MP 6.24 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: 05/24/2013 10:00 am

ORE228
MP 6.16 to 6.58

Informational only; Commercial Vehicle Information
Details: OR228 MP 6.16 to MP 6.58 EB & WB (Brownsville) Effective June 22, 2013, this section of OR228 will be closed between the hours of 10 AM & 12 noon (DAYTIME) for one day only.
Updated: 05/24/2013 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: 05/24/2013 10:00 am

ORE242
MP 65.89 to 84

Seasonal Closure; Information
Comments: McKenzie pass is now open to bicycle and pedestrian traffic only. The pass will be opened to all motor vehicle traffic June 16, 2013 at 9:00 AM. The hwy that is opened is only 17.8 miles long. It extends from the upper snow gate at Linton Lake, 8.8 miles from US 126 on the west side, to the lower snow gate on the east side of the pass, 8.5 miles from Sisters. The pass will be opened to motor vehicle traffic 6/16/13 at 09:00 AM
Last Updated: 05/23/2013 3:28 pm

ORE569
MP 7.66 to 11.66

OFF RAMP
No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane , Shoulder (Eastbound) 1 Lane , Shoulder
Comments: Barrier and guardrail construction is underway at Green Acres and River Road ramps. Watch for flaggers and construction vehicles entering roadway. Ramps Affected. Barrier and guardrail construction is currently underway at the Green Acres and River Road ramps. Permanent striping will take place at all ramps once weather permits. Signal pole installation will also be taking place soon. There will be shoulder closures due to the construction. Watch for flaggers directing traffic and construction vehicles leaving and entering the roadway. Summary: This project adds ramp meters at various exits that access the Randy Papé Beltline in Eugene. The eastbound on-ramp at the River Road exit will also be widened. Safety features such as striping, guardrails, and concrete barrier will also be installed or modified. Ramp meters will be installed at the following locations: Eastbound On Ramps at River Road and River Avenue; Westbound On Ramps at Green Acres and Coburg Road. Construction is scheduled to be completed by June 30, 2013. Motorists should anticipate single night ramp closures, lane closures, and shoulder closures, flaggers controlling traffic, and construction vehicles entering and leaving the roadway at the four ramp meter locations. Motorists are encouraged to travel safely through the areas and respect the direction given by flaggers.
Updated: 05/23/2013 4:41 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: 05/24/2013 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: 05/24/2013 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: 05/24/2013 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: 05/24/2013 10:00 am

US20
MP 10.44

Future Event: Closure with Detour; Maintenance Work
Expected Start Date: 5/27/2013 3:30:00 PM
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Nighttime steal repair will close bridge May 29th thru May 31st from 8 PM to 4 AM. Traffic detoured onto Lyon St. Bridge. Proceed with caution. This project is to replace some of the steel supports on the bridge.
Updated: 05/22/2013 3:53 pm

US20
MP 10.44

Informational only; Commercial Vehicle Information
Details: US20 MP 10.44 EB & WB (Willamette River Bridge - Albany) Effective May 29, 2013, this section of US20 will be restricted to 16 feet 00 in. in width between the hours of 8 PM & 4 AM. Estimated date of completion is May 31, 2013.
Updated: 05/24/2013 10:00 am

US20
MP 10.45

Informational only; Commercial Vehicle Information
Details: US20 MP 10.44 EB & WB (Willamette River Bridge - Albany) Effective May 29, 2013, this section of US20 will be restricted to 16 feet 00 in. in width between the hours of 8 PM & 4 AM. Estimated date of completion is May 31, 2013.
Updated: 05/24/2013 10:00 am

US20
MP 12 to 16

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: On May 28th and 29th there will be paving on US20 throughout Lebanon. Work occurring at night, 7 PM to 6 AM. Flaggers will direct traffic. Tentative completion date of June 8th. This project will remove and replace 2 inches of asphalt. Pavement along this stretch is at the end of its useful life. Construction is weather dependent. Construction will begin at the south end of the project limits.
Updated: 05/22/2013 3:57 pm

US20
MP 13.08 to 13.39

Informational only; Commercial Vehicle Information
Details: US20 MP 13.08 to MP 13.39 EB (Lebanon) Effective May 31, 2013, this section of US20 eastbound (between Rose St & Maple St) will be closed between the hours of 2:30 PM & 3:30 PM (DAYTIME). Estimated date of completion is May 31, 2013.
Updated: 05/24/2013 10:00 am

US20
MP 13.15 to 15.1

Informational only; Commercial Vehicle Information
Details: US20 MP 13.08 to MP 15.18 EB & WB (Lebanon) Effective June 1, 2013, this section of US20 will be restricted to 8 feet 06 in. in width (LEGAL WIDTH) between the hours of 10:30 AM & 1 PM (DAYTIME). Estimated date of completion is June 1, 2013.
Updated: 05/24/2013 10:00 am

US20
MP 16.29 to 21.88

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: The contractor is installing trench and drainage features to maintain erosion control. The project will be installing trench and sub-surface drainage features, demolishing bridge components at four locations and continuing erosion and sediment control Remarks: The contractor is installing horizontal drains and maintaining erosion control.
Updated: 05/03/2013 3:56 pm

US20
MP 23.38

Informational only; Commercial Vehicle Information
Details: US20 (Corvallis-Newport Hwy) MP 23.38 Effective May 19, 2006 at MP 23.38 Yaquina River Bridge near Eddyville 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. 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: 05/24/2013 10:00 am

US97
MP 202.091

Informational only; Commercial Vehicle Information
Details: US97 MP 201.9 to MP 202.3 NB & SB (Chemult) Effective May 27, 2013, this section of US97 will be restricted to 19 feet 00 in. in width between the hours of 6 AM & 7 PM (DAYTIME). Estimated date of completion is May 31, 2013.
Updated: 05/24/2013 10:00 am

US101
MP 141.67

Informational only; Commercial Vehicle Information
Details: US101 MP 141.67 (Yaquina Bay Bridge) 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: 05/24/2013 10:00 am

US101
MP 155

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: One lane of travel will be closed during the painting of the bridge. Flaggers will direct traffic. Please proceed with caution. This project will remove rust and paint the outer and inner arches of the Alsea Bay Bridge in Waldport. In addition, the project will construct a new steel walkway below the bridge deck.
Updated: 05/10/2013 4:01 pm

US101
MP 190.98

Informational only; Commercial Vehicle Information
Details: US101 MP 190.98 Siuslaw River (Florence) Effective March 17, 2003 at MP 190.98 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: 05/24/2013 10:00 am

US101
MP 233.47 to 234.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , 1 Lane (Southbound) Median , 1 Lane
Comments: Expect intermittent week-night lane closures on the McCullough Bridge.
Updated: 05/20/2013 09:38 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, use caution. There are nighttime lane closures, 7 PM to 7 AM, on US Hwy 101. This project is replacing traffic signals in preparation for paving, summer of 2013, from McCullough Bridge in North Bend to Fir Street. in Coos Bay.
Updated: 05/20/2013 09:39 am