West Oregon Road Conditions

Road Conditions by Route

99 MP 128.99

Informational only; Commercial Vehicle Information
Details: Old OR99 (DC388) Old Winchester Bridge (Roseburg) Old Winchester Bridge on DC388 (Old 99) at MP12.21 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW.- Weight Table 2 Divisible Loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW.- Weight Table 3 Non- Divisible Loads.
Updated: 02/12/2016 7:00 pm

HWY372 MP 21.98

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

I-5 MP 115 to 118

ROBERTS MT HILL; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 02/12/2016 8:22 pm

I-5 MP 130.03 to 128.92

Informational only; Commercial Vehicle Information
Details: I-5 SB MP 130 to MP 128 (N of Roseburg) Effective February 17, 2016, this section of I-5 southbound will be restricted to 19 feet 00 in. in width between the hours of 8 PM & 5 AM. Estimated date of completion is February 20, 2016.
Updated: 02/12/2016 7:00 pm

I-5 MP 146.49 to 148.49

RICE HILL; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 02/12/2016 8:21 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: 02/12/2016 7:00 pm

I-5 MP 154.54 to 162.57

Informational only; Commercial Vehicle Information
Details: I-5 MP 154 to MP 163 NB & SB (Anlauf) Effective January 4, 2016, this section of I-5 will be restricted to 16 feet 00 in. in width. Estimated date of completion is November 22, 2017.
Updated: 02/12/2016 7:00 pm

I-5 MP 154.54 to 156.65

Informational only; Commercial Vehicle Information
Details: I-5 MP 154.5 to MP 157.0 NB & SB (Anlauf) Effective February 4, 2016, this section of I-5 will be restricted to 15 feet 00 in. in width. Mobile homes with eaves are allowed, provided the base width does not exceed 15 feet 00 in. in width. Estimated date of completion is March 25, 2016.
Updated: 02/12/2016 7:00 pm

I-5 MP 155.04

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 154 on-ramp from Scotts Valley/Elkhead Rd (Yoncalla) Effective February 10, 2016, the I-5 northbound on-ramp from Scotts Valley/Elkhead Rd will be closed. Estimated date of completion is March 25, 2016.
Updated: 02/12/2016 7:00 pm

I-5 MP 156.65

Informational only; Commercial Vehicle Information
Details: I-5 MP 156.65 NB & SB (crossing under Cox Rd - Anlauf) Effective February 4, 2016, this section of I-5 will be restricted to 16 feet 07 in. in height. Estimated date of completion is March 25, 2016.
Updated: 02/12/2016 7:00 pm

I-5 MP 156.65

Informational only; Commercial Vehicle Information
Details: I-5 MP 156.65 NB & SB (crossing under Cox Rd - Anlauf) Effective January 4, 2016, this section of I-5 will be restricted to 16 feet 07 in. in height. Estimated date of completion is November 22, 2017.
Updated: 02/12/2016 7:00 pm

I-5 MP 160 to 168

N DOUGLAS COUNTY LINE; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 02/12/2016 8:21 pm

I-5 MP 160.38

Informational only; Commercial Vehicle Information
Details: I-5 SB Exit 160 to Salt Springs Rd (S of Anlauf) Effective February 4, 2016, the I-5 southbound Exit 160 off-ramp to Salt Springs Rd will be closed Monday-Friday. Estimated date of completion is March 18, 2016.
Updated: 02/12/2016 7:00 pm

I-5 MP 162.19

Informational only; Commercial Vehicle Information
Details: I-5 SB on-ramp from OR38/OR99 EB (Drain) Effective March 1, 2016, the ramp from OR38/OR99 eastbound to I-5 southbound will be closed. Estimated date of completion is September 30, 2016.
Updated: 02/12/2016 7:00 pm

I-5 MP 163 to 154

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 2 Lanes , Shoulder (Northbound) 2 Lanes
Comments: Road construction is occurring, use caution. Intermittent traffic slowdowns for northbound and southbound traffic. Expect delays. Expect rolling slow downs northbound and southbound during daylight hours. Lane closures and 19' width restrictions in both the northbound and southbound directions. Starting Wednesday February 10th the northbound on ramp at Exit 154 Elkhead Road will be closed for approximately 6 weeks. Starting the week of February 15th, traffic between milepost 154 and 157 will be limited to one lane in each direction until late March.
Updated: 02/08/2016 11:44 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: 02/12/2016 7:00 pm

ORE22 MP 68 to 73

MARION FORKS; Weather Warning
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 42 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 02/12/2016 8:31 pm

ORE22 MP 73 to 81.81

SANTIAM JCT; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 22 in.
Comments:
Last Updated: 02/12/2016 8:32 pm

ORE34 MP .13

Informational only; Commercial Vehicle Information
Details: Old OR34 EB MP 0.13 (Willamette River / Van Buren St Bridge - Corvallis) Old OR34 eastbound crossing Willamette River (Van Buren St) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW., Weight Table 1.
Updated: 02/12/2016 7:00 pm

ORE38 MP 11.79

Informational only; Commercial Vehicle Information
Details: OR38 MP 11.5 to MP 12.5 EB & WB (East of Reedsport) Effective February 29, 2016, this section of OR38 will be restricted to 14 feet 00 in. in width. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is September 15, 2016.
Updated: 02/12/2016 7:00 pm

ORE42 MP 38.2 to 45.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Oregon 42 is limited to a single lane of traffic. Pilot cars and flaggers will provide traffic control. Expect brief delays. This is in the county line curves, for safety improvements.
Updated: 02/08/2016 11:07 am

ORE42 MP 43 to 45

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Eastbound) 1 Lane
Comments: A landslide has occurred, use caution. Single lane traffic is being controlled by a pilot vehicle. Expect delays. All trucks and oversize loads can be accommodated on Oregon 42. Expect delays as pilot cars control traffic through the area.
Last Updated: 02/12/2016 08:50 am

ORE42 MP 48 to 62

CAMAS MTN; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 02/12/2016 8:22 pm

ORE58 MP 62.17

WILLAMETTE PASS; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 58 in.
Comments:
Last Updated: 02/12/2016 8:30 pm

ORE58 MP 70 to 86.45

WILLAMETTE PASS EAST; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 41 in.
Comments:
Last Updated: 02/12/2016 8:14 pm

ORE99 MP 121.14 to 122.25

No to Minimum Delay; Construction Work
Comments: Watch for lane restrictions which may push traffic into one lane during weekday daylight hours. Businesses remain open. Use caution. Project Summary: Modifications to the traffic signal are being made and detection loops installed on Highway 99 at intersection of 7th and 5th avenues. The project will provide a continuous pedestrian path between Garfield and Roosevelt on Hwy 99, including a new bike/pedestrian bridge over the railroad tracks near Roosevelt.
Updated: 02/12/2016 3:14 pm

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: 02/12/2016 7:00 pm

ORE138 MP .1

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Expect 24 hour flagging at the Douglas and Stephens intersection as workers install a storm pipe down the center of Stephens. Expect heavy congestion and delays during peak travel times. Motorists are advised to use alternate routes and give themselves extra travel time. Traffic on Stephens Street is limited to one lane in each direction between Diamond Lake Blvd. and Oak Ave. The Oak Ave. Bridge is reduced to one lane until mid-February. Pedestrians should watch for sidewalk and crosswalk closures throughout the work zone. Look for pedestrian detour signs.
Updated: 02/08/2016 11:32 am

ORE138 MP 15.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Weekday lane closures and delays up to 30 minutes starting Wednesday, February 10th. The tree cutting will continue for about two weeks. Hazard trees to be removed from a 500 foot stretch of OR 138W near Gallagher Canyon Road.
Updated: 02/08/2016 11:38 am

ORE138 MP 29 to 39

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Road construction is occurring, use caution. Alternating lane closures Monday through Friday during daylight hours. Expect delays. This is for guardrail and turnout improvements along the Umpqua Highway.
Updated: 02/08/2016 09:45 am

ORE138 MP 33.14 to 38.88

Informational only; Commercial Vehicle Information
Details: OR138 MP 29.5 to MP 39.0 EB & WB (Steamboat) Effective January 25, 2016, this section of OR138 will be restricted to 14 feet 00 in. in width between the hours of 7 AM & 7 PM. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is June 17, 2016.
Updated: 02/12/2016 7:00 pm

ORE138 MP 60.97

TOKETEE; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 37 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 8 in.
Comments:
Last Updated: 02/12/2016 8:24 pm

ORE138 MP 86

No to Minimum Delay; Weather Impact
Lanes Affected: (Eastbound) 1 Lane
Comments: North Entrance to Crater Lake is closed for the winter season. South entrance is open via Highway 62.
Last Updated: 02/12/2016 08:48 am

ORE138 MP 86.01

E DIAMOND LAKE SMT; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 33 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 102 in.
Comments:
Last Updated: 02/12/2016 8:25 pm

ORE164 MP 6.24

Informational only; Commercial Vehicle Information
Details: OR164 (Jefferson Hwy) MP 6.24 (Santiam River Bridge - Jefferson) OR164 crossing the Santiam River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW. Weight Table 2 for divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW., Weight Table 3 for non-divisible loads.
Updated: 02/12/2016 7:00 pm

ORE228 MP .08

Informational only; Commercial Vehicle Information
Details: OR228 MP 0.08 EB & WB (Halsey) Effective March 2, 2016, this section of OR228 will be closed between the hours of 7:15 AM & 4:15 PM. Estimated date of completion is March 2, 2016.
Updated: 02/12/2016 7:00 pm

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 33 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 102 in.
Comments:
Last Updated: 02/12/2016 8:25 pm

ORE241 MP .51

Informational only; Commercial Vehicle Information
Details: OR241 MP 0.51 (Isthmus Slough) MP 0.51 Isthmus Slough (1/2 mile from US101) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
Updated: 02/12/2016 7:00 pm

ORE242 MP 61.91 to 84

Seasonal Closure; Information
Comments: McKenzie pass closed for season, Nov. 14 9am
Last Updated: 11/24/2015 1:13 pm

ORE540 MP 3.5 to 4.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane
Comments: Detour: The southbound lane of Empire Blvd. (Cape Arago Highway) is closed between Newmark Ave. and Fulton Ave. until mid-February. Motorist traveling from Coos Bay to Charleston will detour from Newmark onto Marple St. and Fulton Ave. Northbound motorist will remain on Empire Blvd. Motorist should expect congestion and delays of less than 20 minutes through the work zone. Watch for intermittent lane closures. Flaggers will provide traffic control as needed. Access to all local businesses will be maintained during construction. Motorist traveling on Newmark who are headed to businesses in the project area should take Marple-Fulton detour to Empire Blvd. and turn north.
Updated: 02/08/2016 11:02 am

ORE569 MP 3.1

Informational only; Commercial Vehicle Information
Details: OR569 MP 3.10 EB & WB (Eugene) Effective February 12, 2016, this section of OR569/Beltline Highway will be restricted to 14 feet 00 in. in width between the hours of 5 AM & 2 PM. Mobile homes with eaves are allowed provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is February 12, 2016.
Updated: 02/12/2016 7:00 pm

US20 MP 16 to 17

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Logging operations will require flagging and pilot cars with delays up to 20 minutes. Traffic control will be from 9 AM to 4 PM during the weekdays. This project will log approximately 700 mbf of merchantable timber and clear non-merchantable timber and brush from the location where the new and old US20 alignments will meet as part of the PME project near Eddyville. This work is being performed in preparation of the upcoming phase of the PME project that will connect the new alignment to the existing highway.
Updated: 02/05/2016 1:23 pm

US20 MP 16.29 to 21.88

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Construction of Phase 3 is complete. The contractor will be demobilizing equipment, and maintaining erosion control facilities throughout the spring. This project will accomplish movement of 2-3 million cubic yards of earthwork, landslide mitigation including placement of more than 400 ground anchors, construction of 70,000 feet of horizontal drains, erosion control, and landscaping. Project information: www.us20pme.com
Updated: 02/05/2016 1:22 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: 02/12/2016 7:00 pm

US20 MP 41.53 to 71.59

TOMBSTONE; Weather Warning
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 50 in.
Comments:
Last Updated: 02/12/2016 8:33 pm

US20 MP 71.59 to 89.2

SANTIAM PASS SMT; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 42 in.
Comments:
Last Updated: 02/12/2016 8:33 pm

US97 MP 196.42 to 236.66

CHEMULT; Weather Warning
Weather Condition: Clear, no precipitation
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 6 in.
Comments:
Last Updated: 02/12/2016 8:13 pm

US97 MP 203.41 to 219.58

Informational only; Commercial Vehicle Information
Details: US97 MP 203 to MP 220 NB & SB (Chemult) Effective January 26, 2016, this section of US97 is 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. Estimated date of completion is February 5, 2016.
Updated: 02/12/2016 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: 02/12/2016 7:00 pm

US101 MP 179 to 166

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Expect single lane closure and flagging 24 hours a day with possible 20 minute delays. Concrete barrier in place. Watch for construction equipment. Deconstruction and reconstruction of the existing rock wall will continue. Project Summary: This project will repair and increase the height of the rock wall just to the north of Sea Lion Caves on US101. It will also replace the bridge rail on a viaduct to the north of Cape Perpetua. Work is to be completed in the Spring of 2016.
Updated: 02/12/2016 3:24 pm

US101 MP 184.8 to 167.23

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Possible day time single lane of travel with flagger or pilot car control during day work with up to 20 minute delays. Use caution. Project Summary: This project will pave approximately 17 miles on the Oregon Coast Highway. Signs and guardrail will be replaced and/or adjusted. A new bridge membrane will be placed to protect Sutton Creek Bridge and surfacing stabilization work will be done on the bridge ends at both Sutton Creek and Big Creek. A new retaining wall will be constructed in the vicinity of the Heceta Head lighthouse, as well as two others just to the south of Sunnyview Lane. The majority of the work on the south 5.5 miles of the job should be completed by the end of October this year, with the remainder of the job to be completed by the end of August in 2016.
Updated: 02/12/2016 3:16 pm

US101 MP 190.87 to 191.21

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 1 Lane
Comments: Work taking place at both ends of the bridge. Expect lane closure and flagger control with up to 20 minute delays. Businesses are accessible. Project Summary: This project will make repairs to the existing concrete and reinforcement and replace the cathodic protection system on the Siuslaw River Bridge Seismic restraints to help maintain the integrity of the bridge in an earthquake will also be added. Sidewalk closure on one side of bridge.A new ornamental bridge rail will replace the existing rail along with improved pedestrian access to the bridge. Work is to be completed by the end of March in 2019.
Updated: 02/12/2016 3:18 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: 02/12/2016 7:00 pm

US101 MP 190.98

Informational only; Commercial Vehicle Information
Details: US101 crossing over Bay St (Florence) Effective November 13, 2015, US101 crossing over Bay St will be restricted to 14 feet 00 in. in height. This restriction is NOT on the US101 mainline. Estimated date of completion is April 1, 2016.
Updated: 02/12/2016 7:00 pm

US101 MP 198.58 to 229

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) 1 Lane , Shoulder (Southbound) 1 Lane , Shoulder
Comments: Road construction is occurring causing no to minimum delays, use caution. Expect intermittent lane and shoulder closures. This project replaces culverts and upgrades fish passages at various locations. Traffic will be controlled by flaggers as needed.
Updated: 02/08/2016 11:05 am

US101 MP 211

No to Minimum Delay; Construction Work
Comments: Road construction on the Umpqua River bridge will be starting on Monday, February 22nd. Intermittent lane closures. Expect delays. Traffic will be controlled by flaggers.
Updated: 02/11/2016 11:45 am

US101 MP 211.21

Informational only; Commercial Vehicle Information
Details: US101 MP 211.21 NB & SB (Umpqua River Bridge - Reedsport) Effective January 25, 2016, this section of US101 will be restricted to 11 feet 06 in. in width on Monday to Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is September 1, 2017.
Updated: 02/12/2016 7:00 pm

US101 MP 211.21

Informational only; Commercial Vehicle Information
Details: US101 MP 211.21 NB & SB (Umpqua River Bridge - Reedsport) Effective January 25, 2016, this section of US101 will be restricted to 14 feet 00 in. in width on Monday to Thursday between the hours of 7 AM & 7 PM. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Loads wider than 14 feet 00 in. in width may be accommodated on a case-by-case basis. Contact the Over-Dimension Permit Unit for information. Estimated date of completion is September 1, 2017.
Updated: 02/12/2016 7:00 pm

US101 MP 224

No to Minimum Delay; Information
Comments: There are no to minimum delays due to erosion of the highway. Use caution.
Last Updated: 02/12/2016 6:18 pm

US101 MP 233.4 to 234.5

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Road construction is occurring causing no to minimum delays, use caution. Intermittent night lane closures on McCullough Bridge. Both sidewalks on the bridge are open. Pedestrians are advised to use caution.
Updated: 01/25/2016 08:14 am

US101 MP 233.99

Informational only; Commercial Vehicle Information
Details: US101 MP 233.99 (McCullough Bridge - Coos Bay) Effective October 15, 2013, this section of US101 will be restricted to 11 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is November 1, 2018.
Updated: 02/12/2016 7:00 pm

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