West Oregon Road Conditions

Alerts!

Central Douglas County; Weather Alert
Flood Watch, *NOAA Issue Date: 12/19/2014 08:52:00 PM Heavy rainfall Saturday and Sunday with river ... Small stream and urban flooding possible ... . A large plume of deep moisture from a wet Pacific storm system will bring heavy rainfall to coastal areas and into Douglas county Saturday and Sunday. Heavy rainfall may cause flooding of rivers ... Small streams ... Creeks and urban areas. ... Flood Watch remains in effect from Saturday afternoon through Sunday evening ... The Flood Watch continues for * A portion of southwest Oregon Including the following area ... Central Douglas county. * From Saturday afternoon through Sunday evening heavy rainfall will cause rapid rises on area streams ... Creeks and rivers. There is also the potential for urban flooding in areas of poor drainage and due to ponding of water on roadways. * Heavy rainfall may also cause mudslides Rockslides and debris flows on area roadways ... Especially near the coastal mountains and into the Cascade foothills ... Including highway 38 ... Highway 138 and highway 42. Precautionary/preparedness actions... Landslides and debris flows are possible during this flood event. People ... Structures and roads located below steep slopes ... In canyons and near the mouths of canyons may be a serious risk from rapidly moving landslides. A Flood Watch means there is a potential for flooding based on current forecasts. You should Monitor later forecasts and be alert for possible flood warnings. Those living in areas prone to flooding should be prepared to take action should flooding develop.

South Central Coast, Curry Co. Coast; Weather Alert
Flood Watch, *NOAA Issue Date: 12/19/2014 08:52:00 PM Heavy rainfall Saturday and Sunday with river ... Small stream and urban flooding possible ... . A large plume of deep moisture from a wet Pacific storm system will bring heavy rainfall to coastal areas and into Douglas county Saturday and Sunday. Heavy rainfall may cause flooding of rivers ... Small streams ... Creeks and urban areas. ... Flood Watch remains in effect from Saturday afternoon through Sunday evening ... The Flood Watch continues for * A portion of southwest Oregon Including the following areas ... Curry county coast and south central Oregon coast. * From Saturday afternoon through Sunday evening heavy rainfall will cause rapid rises on area streams ... Creeks and rivers. There is also the potential for urban flooding in areas of poor drainage and due to ponding of water on roadways. * Heavy rainfall may also cause mudslides Rockslides and debris flows on area roadways ... Including us 101 ... Highway 42 ... And highway 38. Precautionary/preparedness actions... Landslides and debris flows are possible during this flood event. People ... Structures and roads located below steep slopes ... In canyons and near the mouths of canyons may be a serious risk from rapidly moving landslides. A Flood Watch means there is a potential for flooding based on current forecasts. You should Monitor later forecasts and be alert for possible flood warnings. Those living in areas prone to flooding should be prepared to take action should flooding develop.

South Central Coast; Weather Alert
Flood Watch, *NOAA Issue Date: 12/19/2014 01:50:00 PM The National Weather Service in Medford has issued a flood watch for the following rivers in Oregon ... Coquille river at Coquille affecting Coos county ... . A frontal system with strong and deep moisture will bring heavy rainfall of 2 to 4 inches to the coast Saturday and Sunday. Heavy rainfall may cause river flooding along the Coquille river at Coquille beginning on Sunday. The National Weather Service in Medford has issued a * Flood watch for the Coquille river at Coquille from Sunday afternoon to Tuesday evening. * At 1:30 PM Friday the stage was 12.1 feet. * Minor flooding is possible flood stage is 21.0 feet. * Forecast Flood stage may be reached by Sunday afternoon. Precautionary/preparedness actions... Landslides and debris flows are possible during this flood event. People, structures, and roads located below steep slopes, in canyons, and near the mouths of canyons may be at serious risk from rapidly moving landslides. Do not drive through flooded areas or roads. The water may be too deep to allow for safe passage or there may be unseen damage to the roadway. Use alternate routes and stay away from riverbanks. A Flood Watch means that flooding is possible but not imminent in the watch area. People living along or planning activities near rivers and small streams in the watch area should continue to Monitor the development of this weather situation. Be prepared to take immediate action if flooding is observed or a warning is issued. For the latest river stages and forecasts, visit our web page at www. Weather. Gov/Medford or listen to NOAA weather radio.

North Coast, Central Coast, Northwest Coast Range, West Coast Range, Lower Columbia, Portland Metro, Central Willamette Valley, South Willamette Valley, North Cascade Foothills, North Cascades, Lane Co. Cascade Foothills, Lane Co. Cascades, WA-South Cascades, WA-Willapa Hills, WA-South Coast, WA-Lower Columbia & I-5 Cowlitz Co., WA-Vancouver Area, WA-South Cascade Foothills; Weather Alert
Flood Watch, *NOAA Issue Date: 12/19/2014 10:54:00 AM Flood Watch in effect from Saturday afternoon through Monday afternoon for southwest Washington and northwest Oregon ... The National Weather Service in Portland has issued a Flood Watch for southwest Washington and northwest Oregon. This watch is in effect from Saturday afternoon through Monday afternoon. Confidence continues to increase that a classic atmospheric river type precipitation event will set up over the Pacific northwest over the weekend and continue into early Monday. A deep and moist westerly flow is expected to develop Saturday morning and strengthen later Saturday and Sunday. A very long fetch of moisture with origins west to the south china sea will feed into this system ... Bringing the potential for very large rainfall totals across the region. With the flow forecasted to remain perpendicular to the coast range and Cascades for an extended period of time ... Expect strong orographic enhancement to lead to the highest rainfall totals over the mountains. The coast range ... Foothills and Cascades are expected to see in the range of 6 to 12 inches of rain ... With locally higher amounts possible. Lower but still significant totals are expected for the lower terrain. Projected rainfall along the coast is forecasted to be around 4 to 8 inches ... With 2 to 5 inches expected over the interior lowlands. Given the latest forecasted rainfall totals ... It appears that there is the strong potential for flooding over the weekend on numerous rivers and tributaries draining the coast range and Cascades. A few rivers may reach major flood stage. The current river stage forecasts indicate that the faster responding rivers could reach flood stage as early as Saturday evening. There also appears to be potential for flooding on some of the main stem rivers early next week. In addition to flooding potential on the main stem rivers and tributaries ... There are likely to be impacts from urban and small stream flooding and flooding along low lying pasture land. Precautionary/preparedness actions... A Flood Watch means there is a potential for flooding based on current forecasts. Landslides and debris flows are possible during this flood event. People ... Structures and roads located below steep slopes ... In canyons and near the mouths of canyons may be at serious risk from rapidly moving landslides. You should Monitor later forecasts and be alert for possible flood warnings. Those living in areas prone to flooding should be prepared to take action should flooding develop. The next update for this watch will be issued by 6 AM Saturday morning.

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: 12/19/2014 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: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 49 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/19/2014 8:43 pm

I-5 MP 146.49 to 148.49

RICE HILL; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 49 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/19/2014 8:43 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: 12/19/2014 7:00 pm

I-5 MP 160 to 168

N DOUGLAS COUNTY LINE; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 49 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/19/2014 8:43 pm

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: 12/19/2014 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: 12/19/2014 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: 12/05/2014 11:43 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

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: 12/19/2014 7:00 pm

ORE22 MP 68 to 73

MARION FORKS; Road/Weather Report
Weather Condition: Rain
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: 0 in.
Comments:
Last Updated: 12/19/2014 8:34 pm

ORE22 MP 73 to 81.81

SANTIAM JCT; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: 1 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/19/2014 8:36 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: 12/19/2014 7:00 pm

ORE38 MP 5.93 to 16.97

Informational only; Weather Impact
Comments: Debris flow warning, use caution.
Last Updated: 12/19/2014 2:06 pm

ORE38 MP 5.93 to 16.97

Informational only; Weather Impact
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Debris flow warning, use caution.
Last Updated: 12/19/2014 8:58 pm

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: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 46 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/19/2014 8:44 pm

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; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/19/2014 8:37 pm

ORE58 MP 70 to 86.45

WILLAMETTE PASS EAST; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: 2 in.
Comments:
Last Updated: 12/19/2014 8:17 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: 12/19/2014 7:00 pm

ORE138 MP 60.97

TOKETEE; Road/Weather Report
Weather Condition: Intermittent Showers
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: 12/19/2014 8:46 pm

ORE138 MP 86.01

E DIAMOND LAKE SMT; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 31 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: 19 in.
Comments:
Last Updated: 12/19/2014 8:44 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: 12/19/2014 7:00 pm

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Weather Warning
Weather Condition: Snow Flurries
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: 12 in.
Comments:
Last Updated: 12/19/2014 8:44 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: 12/19/2014 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: 12/19/2014 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 41.53 to 71.59

TOMBSTONE; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 32 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/19/2014 8:24 pm

US20 MP 71.59 to 89.2

SANTIAM PASS SMT; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 30 F
High Temp:
Low Temp:
Precipitation:
New Snow: 1 in.; Roadside Snow: 4 in.
Comments:
Last Updated: 12/19/2014 8:36 pm

US97 MP 196.42 to 236.66

CHEMULT; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/19/2014 8:16 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: 12/19/2014 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 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: 12/19/2014 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: 12/19/2014 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: 12/19/2014 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: 12/19/2014 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