West Oregon Road Conditions

Alerts!

ORE180, 7 miles East of Intersection with Corvallis - Newport Highway US20 MP 7; Closure
High water in this area has the highway closed. This closure is expected to last through the night. Please find an alternate route.
Updated: 12/22/2014 09:41 am

Coos Co.; Weather Alert
Flood Warning, *NOAA Issue Date: 12/22/2014 08:51:00 AM The Flood Warning continues for the following rivers in Oregon ... Coquille river at Coquille affecting Coos county ... North fork Coquille river near Myrtle Point affecting Coos county ... South fork Coquille river at Myrtle Point affecting Coos county ... The Flood Warning continues for the north fork Coquille river near Myrtle Point. * Until late this morning at 7:45 AM Monday the stage was 35.5 feet. * Flood stage is 35.0 feet. * Minor flooding is occurring and minor flooding is forecast forecast ... The river will continue to fall to below flood stage by late this morning. * Impact At 35.0 feet ... Expect widespread pasture and agricultural flooding. Moderate bank erosion along the north fork Coquille river and its tributaries can also be expected. * Flood history This crest compares to a previous crest of 35.8 feet on jan 20 2012. &&

Benton Co., Polk Co.; Weather Alert
Flood Warning, *NOAA Issue Date: 12/22/2014 03:21:00 AM Willamette tributaries bulletin ... The Flood Warning continues for the following rivers in Oregon ... Marys river near Philomath affecting Benton county ... The Flood Warning continues for the following rivers in Oregon ... Luckiamute river near Suver affecting Benton and Polk counties river forecasts are based on observed and forecast rainfall and temperatures, and they include current and planned reservoir releases. For the latest river stages and forecasts, visit weather. Gov/Portland. The next update for these locations will be issued by 11 AM Monday morning. The Flood Warning continues for the Luckiamute river near Suver. * At 230 am Monday the stage was ... 29.4 feet / 12061 cfs. * Flood stage is 27.0 feet and flood flow is 7500 cfs. * Forecast This river crested at 30.5 ft at 345 PM on Sunday 12/21. This river is expected to continue to recede ... And fall below flood stage tonight. This river will continue falling for the next couple days. * Impact Above 29.0 ft, expect widespread flooding of the lowland agricultural lands upstream from Falls City and maple grove to the confluence with the Willamette river. Also expect flooding and possible closure of numerous secondary roads near the river. &&

Benton Co.; Weather Alert
Flood Warning, *NOAA Issue Date: 12/22/2014 03:21:00 AM Willamette tributaries bulletin ... The Flood Warning continues for the following rivers in Oregon ... Marys river near Philomath affecting Benton county ... The Flood Warning continues for the following rivers in Oregon ... Luckiamute river near Suver affecting Benton and Polk counties river forecasts are based on observed and forecast rainfall and temperatures, and they include current and planned reservoir releases. For the latest river stages and forecasts, visit weather. Gov/Portland. The next update for these locations will be issued by 11 AM Monday morning. The Flood Warning continues for the marys river near Philomath. * At 3 am Monday the stage was ... 20.4 feet / 5614 cfs. * Flood stage is 20.0 feet and flood flow is 5100 cfs. * Forecast This river crested at 20.5 ft early on 12/21. This river has been hovering around 20.4 ft. This river is expected to fall below flood stage during the day today and continue falling for the next couple days. * Impact Above 20.5 ft, expect flooding of some homes in the southern part of Corvallis to begin, especially when the Willamette is also running high. In south Corvallis, a trailer park and light industrial areas, including evanite fiber plant, begin to flood. Flooding may begin in the vicinity of chapel drive and grange hall road on the south side of Philomath. Problems with the sewers have historically begun in Philomath at this and higher stages. &&

US101B, 2 miles West of Astoria MP 5; Closure with Detour
The Lewis and Clark River Bridge will be closed starting December 1, 2014; a detour will be in place. Use an alternate route., The Lewis & Clark River Bridge is scheduled to be closed to facilitate construction activities starting December 1, 2014. This closure is anticipated to last until August 1, 2015. A detour route will be designated with signing during the length of the closure. The project is scheduled to be completed in November 2017.
Updated: 12/10/2014 10:31 am

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: 12/21/2014 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: 11/14/2014 06:57 am

I-5 MP 115 to 118

ROBERTS MT HILL; Road/Weather Report
Weather Condition: Overcast
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: 12/22/2014 06:46 am

I-5 MP 146.49 to 148.49

RICE HILL; Road/Weather Report
Weather Condition: Overcast
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: 12/22/2014 06:46 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: 12/21/2014 7:00 pm

I-5 MP 160 to 168

N DOUGLAS COUNTY LINE; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/22/2014 06:46 am

I-5 MP 160 to 171

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes
Comments: At Exit 162, watch for flaggers on the Ore 38 overpass. Expect intermittent lane and shoulder closures throughout the work zone, use caution. Ramps Affected. All the interchange ramps are open.
Updated: 12/13/2014 2:35 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 September 2, 2014, this section of I-5 will be restricted to 16 feet 00 in. in width, and 17 feet 05 in. in height. Estimated date of completion is December 19, 2014.
Updated: 12/21/2014 7:00 pm

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 December 19, 2014.
Updated: 12/21/2014 7:00 pm

I-5 MP 185 to 186

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Expect single lane closures in both directions Sunday night 9 P.M. to 5:30 A.M., and Monday to Friday, 7:30 p.m. to 5:30 a.m. each day. I-5 Median Cable Barrier installation, MP 185 to 246 intermittently. Project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as a short section between Creswell and Goshen. When complete, this work will help prevent median cross-over accidents through these sections of I-5.
Updated: 12/21/2014 05:33 am

I-5 MP 209 to 244

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 1 Lane (Northbound) Median , 1 Lane
Comments: During construction, traffic will be reduced to a single lane and nighttime closures. Watch for intermittent work zones within project limits. This project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as, a short section between Creswell and Goshen. When complete, this work will help prevent median cross-over accidents through these sections of I-5.
Updated: 11/07/2014 3:41 pm

I-5 MP 212 to 243

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 2 Lanes (Northbound) Median , 2 Lanes
Comments: Expect single lane nighttime closures Sunday thru Thursday 9 PM to 5:30 AM. Proceed with caution. This project will add cable barrier and some additional guardrail in the median in locations between Salem and Eugene, as well as a short section between Creswell and Goshen. When complete, this work will prevent median cross-over accident through these sections of the interstate.
Updated: 12/05/2014 08:51 am

I-5 MP 240.95

REST AREA
Informational only
Comments: There is a traffic delay at the rest area. The access road from the north bound side to the south bound side is closed due to flooding.
Last Updated: 12/21/2014 09:51 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: 12/21/2014 7:00 pm

ORE22 MP 68 to 73

MARION FORKS; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/22/2014 07:01 am

ORE22 MP 73 to 81.81

SANTIAM JCT; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 39 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/22/2014 07:00 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: 12/21/2014 7:00 pm

ORE34 MP 37 to 40

Informational only; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/22/2014 09:07 am

ORE38 MP 5.93 to 16.97

Informational only; Weather Impact
Comments: Debris flow warning, use caution.
Last Updated: 12/21/2014 3:13 pm

ORE42 MP 13

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: High water, use caution.
Last Updated: 12/22/2014 01:59 am

ORE42 MP 38.2 to 45.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Road construction is occurring, use caution. Intermittent traffic control with flaggers.
Updated: 12/13/2014 2:26 pm

ORE42 MP 48 to 62

CAMAS MTN; Road/Weather Report
Weather Condition: Overcast
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: 12/22/2014 06:46 am

ORE42 MP 58

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 1 Lane
Comments: Road maintenance operations are occurring, use caution.
Updated: 12/22/2014 08:08 am

ORE42 MP 58.3

Informational only; Information
Lanes Affected: (Westbound) Median (Eastbound) Median
Comments: There is some erosion of the highway. Use Caution.
Last Updated: 12/22/2014 08:40 am

ORE58 MP 56 to 56.2

Informational only; Construction Work
Comments: There will be limited activity on the project to prepare roadway for 2014-15 winter season. Construction to resume under a new Contract in 2015. Check the project website www.58tunnel.com and www.Tripcheck.com for project information and closure information. 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 remaining project will: • Replace the half viaduct west of the tunnel • Replace the three half viaducts east of the tunnel
Updated: 12/05/2014 11:39 am

ORE58 MP 62.17

WILLAMETTE PASS; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/22/2014 07:21 am

ORE58 MP 70 to 86.45

WILLAMETTE PASS EAST; Road/Weather Report
Weather Condition: Partly Cloudy
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 48 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 12/22/2014 09:37 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: 12/21/2014 7:00 pm

ORE126 MP 9 to 50

Estimated delay under 20 minutes; Crash/Hazard
Comments: Highway 126E is experiencing several spots of high water on the roadway. Use caution.
Last Updated: 12/21/2014 7:24 pm

ORE126 MP 21 to 21.5

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 1 Lane
Comments: Road maintenance operations are occurring in this area. Watch for flaggers and use caution.
Updated: 12/22/2014 08:34 am

ORE126 MP 29 to 39

Informational only; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 7:15 pm

ORE126 MP 38.5

Estimated delay under 20 minutes; Maintenance Work
Comments: Road maintenance operations are occurring in this area. Watch for flaggers and expect minor delays.
Updated: 12/22/2014 09:28 am

ORE138 MP 21 to 22

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/22/2014 01:59 am

ORE138 MP 29 to 55

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Due to winter weather; expect high water, slides, rocks, and tree debris in the road. Use caution and expect possibly delays.
Last Updated: 12/22/2014 12:34 am

ORE138 MP 30.4 to 30.6

Estimated delay under 20 minutes; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/22/2014 02:00 am

ORE138 MP 30.9

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: High water, use caution. High water, use cation.
Last Updated: 12/22/2014 02:00 am

ORE138 MP 52.5

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Rock fall warning, use caution. Rock Fall Warning signs out use caution.
Last Updated: 12/21/2014 10:02 am

ORE138 MP 60.97

TOKETEE; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 45 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/22/2014 06:52 am

ORE138 MP 86.01

E DIAMOND LAKE SMT; Road/Weather Report
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: 28 in.
Comments:
Last Updated: 12/22/2014 06:53 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: 12/21/2014 7:00 pm

ORE180 MP 6.5

Closure; Crash/Hazard
Lanes Affected: (Westbound) Median , 1 Lane (Eastbound) Median , 1 Lane
Comments: High water in this area has the highway closed. This closure is expected to last through the night. Please find an alternate route.
Last Updated: 12/22/2014 09:41 am

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Road/Weather Report
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: 14 in.
Comments:
Last Updated: 12/22/2014 06:52 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: 12/21/2014 7:00 pm

ORE242 MP 55.46 to 92.28

Seasonal Closure; Information
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Highway 242 is now closed for the season, use alternate route.
Last Updated: 11/13/2014 1:01 pm

US20 MP 16.29 to 21.88

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Flaggers will be directing trucks entering and leaving the project. Expect some momentary delays. Proceed with caution. 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.
Updated: 12/05/2014 09:09 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: 12/21/2014 7:00 pm

US20 MP 25.82

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Excavation work will continue in the spring. Majority of the work will take place away from the US20 highway. Construction on the Phase 3A is nearly finished for the season. The contractor will demobilize equipment and complete erosion control parameters before winter. Excavation work will continue in the spring. The majority of the work will take place well away from the US20 highway.
Updated: 12/05/2014 08:54 am

US20 MP 71.59 to 89.2

SANTIAM PASS SMT; Road/Weather Report
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: 0 in.
Comments:
Last Updated: 12/22/2014 07:01 am

US97 MP 196.42 to 236.66

CHEMULT; Road/Weather Report
Weather Condition: Partly Cloudy
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 48 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/22/2014 09:37 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: 12/21/2014 7:00 pm

US101 MP 170.23 to 183.16

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: 24 hr single lane closures controlled by flaggers or pilot car at MP 177. Expect up to 20 minute delays. Use caution in the area. Project information: The U.S.101 Bray’s Point to Sutton Lake Road project will address geotechnical issues at three locations: - Erosion and slide damage approximately 7 miles north of Florence (MP 183.05-183.16) - Erosion and slide damage approximately 13 miles north of Florence (MP177.54-177.79) - A failing retaining wall approximately 20 miles north of Florence (MP 170.23-170.38) The risk to the highway is high if these repairs are not made because there is no detour route available should the roadway fail. This work includes some weekend lane restrictions in order to meet a deadline associated with environmental permitting. The project will be completed by January 31, 2015. The low-bid contract of $992,000 was awarded to Wildish Standard Paving Company, Incorporated.
Updated: 12/15/2014 3:17 pm

US101 MP 177

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: The highway is restricted at this location. Please watch for construction vehicles entering and leaving the highway. Watch for mainenance personnel. Expect delays.
Last Updated: 12/22/2014 08:57 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: 12/21/2014 7:00 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 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: 12/13/2014 2:32 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. Update: no width restrictions will be in place from December 19, 2014 through January 4, 2015. Estimated date of completion is September 30, 2015.
Updated: 12/21/2014 7:00 pm

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: 12/13/2014 2:23 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: 12/21/2014 7:00 pm

US101 MP 233.99 to 233.46

Informational only; Commercial Vehicle Information
Details: US101 MP 233.99 NB & SB (McCullough Bridge - Coos Bay) Effective October 26, 2014, this section of US101 is restricted to 16 ft 04 in. in height. Estimated date of completion is November 1, 2018.
Updated: 12/21/2014 7:00 pm

US101 MP 259.6 to 259.8

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Road construction is occurring, use caution. Intermittent traffic control with flaggers for work on Bullards Bridge.
Updated: 12/13/2014 2:24 pm