State of Oregon Road Conditions

Alerts!

US101, 12 miles North of Florence MP 177; Closure
The highway is closed at this location for an unknown amount of time. Please find an alternate route.
Updated: 12/20/2014 4:02 pm

Northwest Oregon Road Conditions by Route

I-5 MP 253 to 261

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median (Northbound) Median
Comments: Road construction is occurring in the highway median between the hours of 8:00 pm and 5:00 am, causing no to minimum delays, use caution. The scheduled work includes removal of the earthen berm and installation of cable barrier between mile post 253.83 and 258.92. Both the southbound left (fast) lane and northbound shoulder (northbound left lane may be closed sporadically) will be closed Sunday through Thursday nights from 8:00 p.m. until 5:00 a.m. to facilitate construction between mile post 253.83 and 258.92. The roadway shoulders along the median, both in the northbound and southbound directions, may be closed or have their width reduced at any hours of the day as required to facilitate the work. Drive through the area with caution. Oregon State Police will be enforcing the speed limit through the work zone area. The project is scheduled to be completed in February 2015.
Updated: 11/20/2014 4:17 pm

I-5 MP 271.6 to 274.69

Informational only; Commercial Vehicle Information
Details: I-5 MP 271.35 to MP 276.01 NB & SB (Woodburn) Effective August 26, 2013, this section of I-5 will be restricted to 17 feet 01 in. in height. In addition, the on- and off-ramps to/from I-5 northbound and southbound Exit 271 to OR214 and OR219 will be restricted to 16 feet 00 in. in width. Mobile homes with eaves are allowed, provided the base width does not exceed 16 feet 00 in. in width. Estimated date of completion is September 30, 2016.
Updated: 12/20/2014 7:00 pm

I-5 MP 289.8

No to Minimum Delay; Construction Work
Comments: Expect nighttime lane closure on southbound I-5 at the Tualatin River Bridge from 8 p.m. to 5 a.m. Monday through Friday. Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:40 am

I-5 MP 290.4

No to Minimum Delay; Construction Work
Comments: No traffic impacts. Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:38 am

I-5 MP 290.48

Informational only; Commercial Vehicle Information
Details: I-5 MP 290.48 (Lower Boones Ferry Rd crossing under I-5) - Lake Oswego Effective June 14, 2014, Lower Boones Ferry Rd crossing under I-5 will be intermittently closed between the hours of 10 PM & 7 AM. These closures are NOT on the I-5 mainline, and the Exit 290 ramps will remain open. Estimated date of completion is July 25, 2015.
Updated: 12/20/2014 7:00 pm

I-84 MP 17 to 44

Informational only; Weather Impact
Comments: Debris flow warning, use caution.
Last Updated: 12/19/2014 11:06 am

I-84 MP 17

No to Minimum Delay; Construction Work
Comments: Traffic on North Frontage Road may be shifted into the lanes approximately 4 feet to the south near Marine Drive. Night time closures may occur. The project will widen Marine Drive between the two frontage roads to allow for two-way traffic. It will also replace the existing I-84 overpass bridges at Marine Drive with a new bridge. The Marine Drive intersections at the Frontage Roads will also be improved.
Updated: 09/27/2014 02:44 am

I-84 MP 17.68

Informational only; Commercial Vehicle Information
Details: I-84 MP 17.68 WB (Sandy River Bridge - Troutdale) I-84 WB crossing the Sandy River Bridge is restricted to single trip permits beyond Weight Table 5.
Updated: 12/20/2014 7:00 pm

I-205 MP 12.46

Informational only; Commercial Vehicle Information
Details: I-205 MP 12 to MP 14 NB & SB (Clackamas) Effective April 7, 2014, this section of I-205 will be restricted to 12 feet 00 in. in width on Monday to Friday between the hours of 10 PM & 5 AM (NIGHTTIME). In addition, this section of I-205 will be restricted to 16 feet 11 in. in height on Monday to Friday between the hours of 8 PM & 5:30 AM. Estimated date of completion is November 28, 2014.
Updated: 12/20/2014 7:00 pm

I-205 MP 14.54

Informational only; Commercial Vehicle Information
Details: I-205 NB on-ramp from Sunnybrook Blvd (Clackamas) Effective December 28, 2014, the ramp from Sunnybrook Blvd to I-205 northbound will be intermittently closed between the hours of 8 PM & 5:30 AM (NIGHTTIME). Estimated date of completion is January 6, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP .99

Informational only; Commercial Vehicle Information
Details: I-405 NB MP 0.99 (Portland) Effective January 9, 2015, this section of I-405 northbound will be restricted to 15 feet 08 in. in height between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP 1.17

Informational only; Commercial Vehicle Information
Details: I-405 NB on-ramp from SW 6th Ave (Portland) Effective January 9, 2015, the ramp from SW 6th Ave to I-405 northbound will be closed between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP 1.24

Informational only; Commercial Vehicle Information
Details: I-405 NB Exit 1D ramp to US26 WB (Portland) Effective January 9, 2015, the ramp from I-405 northbound Exit 1D to US26 westbound will be closed between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

ORE6 MP 27.9

WILSON RIVER SMT; Road/Weather Report
Weather Condition: Rain
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: 0 in.
Comments:
Last Updated: 12/20/2014 8:35 pm

ORE8 MP 11.28 to 14.66

Estimated delay under 20 minutes; Construction Work
Comments: Night time lane closures between 10th Avenue and 1st Avenue between 5 PM to 6 AM with Monday through Saturday. Expect delays. Project Description: Project Description: ODOT and the City of Hillsboro are partnering on a paving and utility improvement project on Tualatin Valley (TV) Highway (OR 8) between Minter Bridge Road and 331st Avenue. Work on TV Highway involves grinding, reconstructing, paving and restriping; significantly upgrading the City’s water and storm water systems; improving more than 100 ADA ramps (accessible curb ramps); and repairing and paving the Dairy Creek Bridge. The contractor has added crews over this summer and plans to complete a significant amount of work by October 2014. On TV Highway and some side streets, road users should plan for congestion, delays and uneven road surfaces. There is increased traffic enforcement in the area. Traffic Impacts: Baseline Street: Reconstructing and repaving work is underway on nearly all three lanes of Baseline Street from 10th Avenue to 1st Avenue. This is the most disruptive work on Baseline Street to date and will take place day and night, Monday through Saturday, with two lanes in a 2-block section closed on Baseline Street 24/7. At night from 5 p.m. to 6 a.m., the side streets in the 2-block lane closure area may be closed at Baseline Street. This means that road users (at night) may not be able to turn onto or off of the side streets from/to Baseline Street. On Friday night, Sept. 19, the contractor will pave the left and center lanes of Baseline Street between 5th Avenue and 3rd Avenue. During the paving work, the connection from 4th Avenue to Baseline Street will be closed beginning at 7 p.m. (the south side of the intersection). After the paving is complete Saturday morning, Sept. 20, the left and center lane closure from 5th Avenue to 3rd Avenue will be lifted. Beginning Monday, Sept. 22, and continuing until Saturday morning, Sept. 27, the left and center lanes on Baseline Street between 3rd Avenue and 2nd Avenue will be closed 24/7. Paving of this section is scheduled for Friday night, Sept. 26 (weather permitting). There may be intermittent nighttime closures of the south side of the intersection of 3rd Avenue and Baseline Street throughout the week Access to the main entrance and emergency room of Tuality Hospital will remain open at all times, with the possibility of clearly marked detours. TriMet service on Baseline Street will be intermittently affected during this reconstruction work. Driveways into and out of businesses and residences on Baseline Street will have access during the lane closures, with the possibility of short closures. Oak Street: The contractor is grinding and paving the left and center lane of Oak Street from Dennis Avenue to 10th Avenue. The right lane in this section was paved earlier this year. The work is weather-dependent and will be rescheduled if there’s rain. Here are the specifics: • Monday morning, Sept. 22 at 6 a.m., the left and center lane of Oak Street from Dennis Avenue to 4th Avenue will be closed. These two lanes will be closed continuously until 6 a.m. Tuesday morning, Sept. 23, with the contractor working around the clock to finish the work. • Tuesday morning, Sept. 23 at 6 a.m., the left and center lane of Oak Street from 4th Avenue to 10th Avenue will be closed. These two lanes will be closed continuously until 6 a.m. Wednesday morning, Sept. 24, with the contractor working around the clock to finish the work. During this time, road users on Oak Street will not be permitted to turn left on 10th Avenue or continue straight across 10th Avenue to continue on Oak Street. All traffic on Oak Street at 10th Avenue will be required to turn right. • During these lane closures, the traffic on the cross streets from the north will not be permitted to turn onto Oak Street or continue straight across Oak Street. Traffic on the cross streets from the south will be permitted to turn right onto Oak Street, but not continue straight. Flaggers will be controlling traffic at all intersections. • For up to an hour during the paving of Oak Street, the intersection of Oak Street and 1st Avenue will be temporarily closed. A signed detour will take vehicles around the closure. Additionally, traffic on 1st Avenue spanning Oak Street will be reduced to one lane in each direction. • On-street parking on the south side of Oak Street will not be permitted between 1st Avenue and 10th Avenue during the paving. Signs will be displayed indicating the no-parking zones. Please do not park vehicles on Oak Street those two days. • Access to the main entrance and emergency room of Tuality Hospital will remain open at all times. If a detour is necessary to the emergency room, the new route will be clearly marked. • Driveways into and out of businesses and residences on Oak Street will have intermittent access during the lane closures.
Updated: 09/27/2014 02:56 am

ORE18 MP 51.57

Informational only; Commercial Vehicle Information
Details: OR18 MP 51.57 (Yamhill River Bridge - Dayton) OR18 crossing Yamhill 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: 12/20/2014 7:00 pm

ORE22 MP 4 to 7

No to Minimum Delay; Crash/Hazard
Comments: High water is causing no to minimum delays, use caution.
Last Updated: 12/20/2014 9:50 pm

ORE22 MP 10.49

Informational only; Commercial Vehicle Information
Details: OR22 MP 10.49 (Louie Creek Bridge - Dolph) OR22 crossing Louie Creek Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, Weight Table 3 only.
Updated: 12/20/2014 7:00 pm

ORE22 MP 10.66

Informational only; Commercial Vehicle Information
Details: OR22 MP 10.66 (Louie Creek Bridge - Dolph) OR22 crossing Louie Creek Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, Weight Table 3 only.
Updated: 12/20/2014 7:00 pm

ORE22 MP 25.74 to 26.05

Informational only; Commercial Vehicle Information
Details: OR22 MP 25.60 to MP 26.14 EB (Center St Bridge - Salem) Effective November 18, 2014, this section of OR22 eastbound will be restricted to 17 feet 05 in. in height. Estimated date of completion is February 28, 2015.
Updated: 12/20/2014 7:00 pm

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: 12/20/2014 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: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:28 pm

ORE35 MP 61.71

WHITE RIVER; Road/Weather Report
Weather Condition: Rain
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: 1 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

ORE43 MP .31

No to Minimum Delay; Construction Work
Comments: The I-5 bridge work over SW Hood Avenue in South Waterfront requires a 24-hour single lane closure on Hood Ave under the I-5 bridge until March 2015 Project Description: Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:37 am

ORE43 MP .59

Informational only; Commercial Vehicle Information
Details: OR43 MP 0.59 SB (Portland) Effective August 25, 2014, this section of OR43 southbound will be restricted to 13 feet 00 in. in width, and 16 feet 07 in. in height. Estimated date of completion is February 26, 2015.
Updated: 12/20/2014 7:00 pm

ORE43 MP 6.04 to 9.02

Informational only; Commercial Vehicle Information
Details: OR43 MP 6.04 to MP 9.02 NB & SB (West Linn) Effective October 15, 2014, this section of OR43 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 June 30, 2016.
Updated: 12/20/2014 7:00 pm

ORE43 MP 11.43

Informational only; Commercial Vehicle Information
Details: OR43 MP 11.43 (Willamette River Arch Bridge - Oregon City) OR43 crossing the Willamette River Arch Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW, Weight Table 1.
Updated: 12/20/2014 7:00 pm

ORE53 MP 5.981

Informational only; Commercial Vehicle Information
Details: OR53 MP 5.98 (Jack Horner Creek Bridge) OR53 crossing Jack Horner Creek Bridge is restricted to 20,000 lbs. single axle, 40,000 lbs tandem axle, Weight Table 3.
Updated: 12/20/2014 7:00 pm

ORE99 MP -5.5 to -4.75

Informational only; Commercial Vehicle Information
Details: OR99W (Denver Ave) MP -5.50 to MP -4.75 SB (Portland) Effective November 10, 2014, this section of OR99W (Denver Ave) SB will be closed at all hours. Effective February 9, 2015, this section of OR99W (Denver Ave) SB will be closed between the hours of 9 PM & 5:30 AM (NIGHTTIME). Estimated date of completion is March 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP -5.45 to -4.75

Informational only; Commercial Vehicle Information
Details: OR99W (Denver Ave) MP -4.75 to MP -5.50 NB (Portland) Effective November 10, 2014, this section of OR99W (Denver Ave) NB 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 March 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP 6.54

Informational only; Commercial Vehicle Information
Details: OR99E MP 6.16 to MP 7.41 NB & SB (Milwaukie) Effective October 29, 2014, this section of OR99E 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 January 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP 12.2

Informational only; Commercial Vehicle Information
Details: OR99W MP 12.20 SB (Tualatin River Bridge - King City) OR99W southbound crossing Tualatin River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE99 MP 20.23 to 21.86

Informational only; Commercial Vehicle Information
Details: OR99E MP 20 to MP 22 NB & SB (Canby) Effective December 1, 2014, this section of OR99E will be restricted to 10 feet 00 in. in width from 1/2 hr after sunset until 1/2 hr after sunrise (NIGHTTIME). Estimated date of completion is March 31, 2015.
Updated: 12/20/2014 7:00 pm

ORE104 MP 4.62

Informational only; Commercial Vehicle Information
Details: OR104 Spur MP 4.62 (Skipanon River Bridge - Warrenton) Effective April 4, 2011, OR104 Spur crossing the Skipanon River Bridge is restricted to 38,000 lbs. for solo trucks, 56,000 lbs. for 3-2 axle truck combinations, 64,000 lbs. for 3-3 axle (or more) truck combinations.
Updated: 12/20/2014 7:00 pm

ORE120 MP .38

Informational only; Commercial Vehicle Information
Details: OR120 (Swift Hwy / Portland Rd) MP 0.38 (Columbia Slough Bridge - Portland) OR120 (Swift Hwy / Portland Rd) crossing Columbia Slough Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE130 MP 3.23

Informational only; Commercial Vehicle Information
Details: OR130 (Little Nestucca Hwy) MP 3.23 (Panther Creek Bridge) OR130 (Little Nestucca Hwy) crossing Panther Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE130 MP 3.6

Informational only; Commercial Vehicle Information
Details: OR130 (Little Nestucca Hwy) MP 3.60 (Squaw Creek Bridge) OR130 (Little Nestucca Hwy) crossing Squaw Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE130 MP 3.82

Informational only; Commercial Vehicle Information
Details: OR130 (Little Nestucca Hwy) MP 3.82 (Austin Creek Bridge) OR130 (Little Nestucca Hwy) crossing Austin Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE130 MP 4.15

Informational only; Commercial Vehicle Information
Details: OR130 (Little Nestucca Hwy) MP 4.15 (Little Nestucca River Bridge) OR130 (Little Nestucca Hwy) crossing Little Nestucca River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE130 MP 4.76

Informational only; Commercial Vehicle Information
Details: OR130 (Little Nestucca Hwy) MP 4.76 (Bear Creek Bridge) OR130 (Little Nestucca Hwy) crossing Bear Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE153 MP 7

Estimated delay under 20 minutes; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/20/2014 5:22 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: 12/20/2014 7:00 pm

ORE173 MP .12

TIMBERLINE LODGE; Weather Warning
Weather Condition: Rain
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 39 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 14 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

ORE180 MP 6.5

Closure; Crash/Hazard
Lanes Affected: (Westbound) Median , 1 Lane (Eastbound) Median , 1 Lane
Comments: High water, use an alternate route.
Last Updated: 12/20/2014 9:41 pm

ORE214 MP 36.63 to 37.87

Informational only; Commercial Vehicle Information
Details: OR214 EB & WB MP 36.24 to MP 37.87 (Woodburn) Effective August 26, 2013, OR214 between Willow Ave (west of I-5) and Settlemeier Ave (east of I-5) will be restricted to 14 feet 00 in. in width. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is September 30, 2016.
Updated: 12/20/2014 7:00 pm

ORE214 MP 36.78 to 37.87

Estimated delay under 20 minutes; Construction Work
Comments: Work to widen bridge, reconstruct and widen OR214 from Willow Ave to Broughton Way. Construction of a transit facility at Evergreen Road. Signing, illumination and landscaping will also be done.
Updated: 08/04/2014 4:34 pm

ORE217 MP 0 to 7.52

Estimated delay under 20 minutes; Construction Work
Comments: No traffic impacts. Project Description: This project will make operational and safety improvements on OR 217 including widening the right shoulders on three sections of OR 217, paving both directions of OR 217 from U.S. 26 to I-5, improving signage in the OR 217 corridor and upgrading the center median barrier. Traffic Impacts: See below. Daytime Closures: Monday, Feb 24 to Friday, Feb. 28 from 7 a.m. to 5 p.m.: - Expect limited shoulder closures on northbound and southbound OR217 between US 26 and I-5. For more information:
Updated: 07/18/2014 10:47 pm

ORE217 MP 6.69

ON RAMP
Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: No traffic impacts. Ramps Affected. Project Description: The required road improvements include widening OR 99W southbound to include a new lane and sidewalk, a landscaped center median and widening the OR 217 northbound off-ramp to S.W. 72nd Avenue. This construction project is being done by a private contractor and is required by the City of Tigard for the development of a WalMart store on Dartmouth Street along OR 99W. A contractor for WalMart will make the required road improvements. Lanes will not close during daytime hours. Traffic Impacts: Daytime lane restrictions will occur at the intersection of the southbound I-5 on and off- ramp at 68th Avenue for underground signalization work Monday through Friday starting at approximately 9 a.m. Lane restrictions will re-open by 3:30 p.m. For more project information:
Updated: 09/27/2014 03:07 am

ORE219 MP 23.46

Informational only; Commercial Vehicle Information
Details: OR219 MP 23.46 (Willamette River Bridge - south of Newberg) OR219 crossing Willamette 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: 12/20/2014 7:00 pm

ORE224 MP 4.36 to 6.56

No to Minimum Delay; Construction Work
Comments: One-way traffic will be controlled by flaggers from 7 a.m. to 5 p.m. Monday thru Friday on SE Lawnfield Road near the intersection of SE 82nd Drive. Project Description: The Sunrise JTA Project will address existing congestion and safety problems in the Oregon 212/224 corridor by constructing a new road from I-205 to 122nd Avenue. Major project elements include: • Constructing a new two-lane limited access highway (one lane each direction) from the Milwaukie Expressway (OR 224) at I-205 to SE 122nd Avenue at OR 212/224. • Constructing a new I-205 overcrossing that will connect 82nd Drive and 82nd Avenue. • Improving bicycle and pedestrian accommodations in the project area. • Improving the intersection of SE 122nd Avenue and OR 212/224. Traffic Impacts: One-way traffic will be controlled by flaggers from 7 a.m. to 5 p.m. Monday through Friday on SE Lawnfield Road near the intersection of SE 82nd Drive for material delivery to the project site. In addition, on S.E. Mather Rd between S.E. Minuteman Way and SE 98th Court, flaggers will reduce traffic to one-way traffic from 7 am to 5 pm. for deliveries to the work site. Delays are minimal.
Updated: 09/27/2014 03:08 am

ORE224 MP 31 to 36

Closure; Crash/Hazard
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Hwy closed from Promontory Park MP 31 to MP 38. Escorted access has been halted due to a landslide and there is no date for resuming the escorts. OR 224 closed indefinitely from Promontory Park (mp 31) to US Forest Service Road 57 (mp 38). There is no estimated time or day to reopen OR 224. The highway will remain closed until all hazard trees are addressed.
Last Updated: 12/18/2014 4:19 pm

ORE229 MP 22

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Hazardous debris, use caution.
Last Updated: 12/20/2014 8:38 pm

ORE99W MP 7.61

Estimated delay under 20 minutes; Construction Work
Comments: No traffic impacts. Project Description: Construction began on a project to improve safety and operations in the area of OR 99W northbound and I-5 northbound, spanning the Tigard/Portland city limits (from approximately SW 67th Avenue to SW 58th Avenue). Once complete, traffic in the area should see a reduction in crashes and all road users will have a safer environment. Construction is slated for completion in fall 2014. Traffic Impacts: Single lane closures northbound (Tigard to Portland direction) nightly Monday through Friday between 7 p.m. and 6:30 a.m.
Updated: 09/27/2014 03:06 am

ORE99W MP 7.93 to 8.65

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect alternating overnight lane closures OR 99W for approximately 1.5 miles from OR 217 and 72nd between 9 PM and 5:30 AM Monday through Friday. Project Description: The required road improvements include widening OR 99W southbound to include a new lane and sidewalk, a landscaped center median and widening the OR 217 northbound off-ramp to SW 72nd Avenue. This construction project is being done by a private contractor and is required by the City of Tigard for the development of a WalMart store on Dartmouth Street along OR 99W. A contractor for WalMart will make the required road improvements. Lanes will not close during daytime hours. Traffic Impacts: Expect alternating overnight lane closures on the eastbound and westbound lanes on OR 99W (Pacific Highway) for approximately 1.5 miles from OR 217 to 72nd Avenue for construction activities Monday through Friday, starting at approximately 9 p.m. All lanes will re-open by 5:30 a.m. the following morning. Bicyclists: Check this link for detour information: http://www.tigard-or.gov/community/bike_tigard/default.asp For more project information:
Updated: 09/27/2014 03:05 am

ORE99W MP 11.46 to 11.96

Estimated delay under 20 minutes; Construction Work
Comments: Single lane closures may occur on OR 99W and on Durham and Fischer Roads between 9 AM and 3 PM as well as 8 PM and 6 AM Monday through Friday. Project Description: Work is underway on a project to improve safety on OR 99W from Durham Road to Fischer Road in King City and Tigard. Safety improvements include: • Closing the center median opening on OR 99W at Royal Villa Drive. A left-turn lane and a U-turn signal will be installed at Fischer Road. This will assist southbound travelers who are bound for Royal Villa Drive or wish to head north • Building a bus stop pullout on OR 99W southbound just south of Fischer Road • Adding new sidewalk on OR 99W northbound from Fischer Road to Tigard Towne Square • Lengthening the left turn lane on OR 99W northbound for Fischer Road and for Durham Road • Adding new lighting at the intersection of OR 99W and Durham Road Traffic Impacts: Single lane closures may occur on OR 99W and on Durham and Fischer Roads between 9 a.m. and 3 p.m. for traffic signal work Monday through Friday. Please note: Kerr Contractors are also working concurrently within the same work zone for another project. Plan for congestion and short delays on OR 99W, Fischer Road and Durham Road throughout construction.
Updated: 09/27/2014 03:06 am

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: 12/20/2014 7:00 pm

US26 MP 40.77

SUNSET SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 0 in.
Comments:
Last Updated: 12/20/2014 8:34 pm

US26 MP 54.14

GOVERNMENT CAMP; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

US26 MP 57.1

No to Minimum Delay; Construction Work
Comments: No traffic impacts. Project Description: This project replaces the Glencoe Road overpass at U.S. 26 in North Plains and improves the highway ramps, bicycle and pedestrian connections, signs, traffic signals, striping and drainage at this interchange. A culvert under Glencoe Road will also be replaced with a bridge. Work is expected to be complete in summer 2014.
Updated: 09/27/2014 02:50 am

US26 MP 59.57 to 67

BLUE BOX PASS; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 4 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

US26 MP 61

Estimated delay under 20 minutes; Construction Work
Comments: No impacts to traffic Project Description: The U.S. 26 Brookwood Parkway/Helvetia Interchange project will improve traffic flow and safety in the interchange area. Project elements include: • Constructing a new westbound U.S. 26 to southbound Brookwood Parkway exit loop ramp. • Reconstructing the westbound U.S. 26 entrance ramp from Helvetia Road. • Widening the Brookwood Parkway overcrossing to accommodate additional northbound and southbound lanes over U.S 26. • Extending the right-turn lane from northbound Brookwood Parkway to the eastbound U.S. 26 entrance ramp. • Adding sidewalks and bike lanes within the interchange area. Traffic Impacts: Eastbound and westbound US26 will be closed from 10 p.m. to 5 a.m. Monday, Sept. 29 and Tuesday, Sept. 30 for the contractor to set the new steel girders over US26. During the closure, traffic will be detoured up and over using the US26 on-and off-ramps. Traffic on Helvetia Road will be stopped for up to 20 minutes on Monday night, Sept. 29 while the crane is picking up the girders from their current location at the Jacobson/Helvetia Road intersection and transporting them to the overpass. The restriction on Helvetia Road will begin at 8 p.m. and will continue intermittently throughout the night. Prior to the freeway closure and detour, the contractor will close a lane in both directions of US26 beginning at 8 p.m. The lane restriction will be removed when the contractor completes the highway closure prior to 5 a.m. each morning. Please note: NW Groveland Drive is permanently closed at NW Helvetia Road. NW Groveland Drive will be accessible from NW Groveland Road via NW West Union Road. A speed reduction zone is currently in place on NW Helvetia Road/NW Brookwood Parkway from the NW Helvetia Road/NW West Union Road intersection to the NW Brookwood Parkway/NW Huffman Street intersection. The posted speed limit has been changed to 40 mph in the work zone.
Updated: 11/05/2014 10:26 pm

US26 MP 61.06

Informational only; Commercial Vehicle Information
Details: US26 MP 61.06 EB & WB (Brookwood/Helvetia Rd Interchange - Hillsboro) Effective May 14, 2014, this section of US26 will be intermittently closed Monday through Friday nights between the hours of 10 PM & 5 AM. All traffic can bypass the closure by taking Exit 61, then re-entering the highway. Estimated date of completion is February 28, 2015.
Updated: 12/20/2014 7:00 pm

US30 MP .03

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 0.03 (Sandy River Bridge - Troutdale) US30 (Historic Columbia River Highway) crossing the Sandy River Bridge is restricted to 30 tons gross weight.
Updated: 12/20/2014 7:00 pm

US30 MP .42

Informational only; Commercial Vehicle Information
Details: US30 Bypass MP 0.56 WB (Portland) Effective December 23, 2014, this section of US30 Bypass westbound will be restricted to 10 feet 00 in. in width on Monday to Thursday nights between the hours of 9 PM & 4 AM (NIGHTTIME). Estimated date of completion is January 16, 2015.
Updated: 12/20/2014 7:00 pm

US30 MP 13.14

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 13.14 (Shepperds Dell Bridge) US30 (Historic Columbia River Hwy) crossing Youngs Creek (Shepperds Dell) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Weight Table 1.
Updated: 12/20/2014 7:00 pm

US30 MP 17.68

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 17.68 (West Multnomah Falls Bridge) US30 (Historic Columbia River Hwy) crossing West Multnomah Falls Bridge is restricted to 28,000 lbs. for solo vehicles, 44,000 lbs. for 3-2 combinations, and 56,000 lbs. for 3-3 combinations.
Updated: 12/20/2014 7:00 pm

US30 MP 18.37 to 65.99

CLATSKANIE; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 58 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:39 pm

US30 MP 20.39

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 20.39 (Horsetail Creek Bridge) US30 (Historic Columbia River Hwy) crossing Horsetail Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Weight Table 1.
Updated: 12/20/2014 7:00 pm

US30 MP 48.67

Informational only; Commercial Vehicle Information
Details: US30 OR/WA Border at Rainier (Lewis & Clark Bridge) The Columbia River (Lewis & Clark) Bridge between Rainier, OR and Longview, WA is restricted to 21,500 lbs. per axle, no gross weight restriction. Contact the State of Washington at (360) 704-6340 for current information regarding size restrictions for this bridge.
Updated: 12/20/2014 7:00 pm

US101 MP 4.78

Informational only; Commercial Vehicle Information
Details: US101 Business MP 4.78 (Lewis & Clark River Bridge - Astoria) US101 Business crossing Lewis & Clark River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW, Weight Table 1.
Updated: 12/20/2014 7:00 pm

US101 MP 4.78

Informational only; Commercial Vehicle Information
Details: US101 Business MP 4.78 (Lewis & Clark River Bridge - Astoria) Effective December 1, 2014, this section of US101 Business is closed. Estimated date of completion is September 8, 2015.
Updated: 12/20/2014 7:00 pm

US101 MP 6.89

Informational only; Commercial Vehicle Information
Details: US101 Business MP 6.89 (Old Youngs Bay Bridge - Astoria) Effective November 10, 2009, US101 Business crossing the Old Youngs Bay Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW, Weight Table 2.
Updated: 12/20/2014 7:00 pm

US101 MP 22.5 to 25.02

Informational only; Weather Impact
Comments: Flood warning, use caution.
Last Updated: 12/20/2014 9:19 pm

US101 MP 39.53

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Road construction is occurring, use caution. Contractors repairing bridge deck. Flaggers will control single lane traffic. Delays up to 20 minutes. US101: Necarney Creek (Sam Reed) Bridge (Oregon Coast Highway, mile post 39.53) This project consists of recoating the steel below the bridge deck. The scheduled work includes installation of containment structures and painting the bridge below the bridge deck. Flaggers will control single lane traffic during construction activities, Monday through Thursday, 7:30 a.m. to 6:30 p.m., and Friday, 7:30 a.m. to 12:00 p.m. (noon). Expect delays of up to 20 minutes. The project is scheduled to be completed in March 2015.
Updated: 11/25/2014 09:25 am

US101 MP 39.53

Informational only; Commercial Vehicle Information
Details: US101 MP 39.53 NB & SB (South of Arch Cape) Effective May 20, 2014, this section of US101 crossing the Necarney Creek (Sam Reed Bridge) will be restricted to 16 feet 00 in. in width Monday through Friday between the hours of 7 AM & 5 PM. Estimated date of completion is March 15, 2015.
Updated: 12/20/2014 7:00 pm

US101 MP 40.71

Informational only; Commercial Vehicle Information
Details: US101 MP 40.71 (Neahkahnie Mtn Chasm Bridge - near Manzanita) Effective November 15, 2004, Neahkahnie Mtn Chasm Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2 for divisible loads.
Updated: 12/20/2014 7:00 pm

US101 MP 62 to 64

No to Minimum Delay; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: High water is causing no to minimum delays, use caution.
Last Updated: 12/20/2014 5:57 pm

US101 MP 67.57

Informational only; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 02:31 am

US101 MP 104 to 105

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Shoulder work will be continuing. Watch for construction vehicles entering and exiting the project site. Please proceed with caution. Beginning in May, 2015, a diversion will carry all traffic on US 101 at this location until mid-July. The purpose of this project is to assist the US Forest Service in the restoration efforts to restore the Salmon River Estuary. This project will install a new fish passage culvert to connect Fraser Creek on the east side of US 101 with the original Fraser Creek Channel on the west side of US101 that was cut off when US 101 was constructed.
Updated: 12/16/2014 10:52 am

US101 MP 104.4

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Watch for construction vehicles entering and exiting the highway. Starting May 2015 there will be a detour lane. The purpose of this project is to assist the US Forest Service in the restoration efforts to restore the Salmon River Estuary. This project will install a new fish passage culvert to connect Fraser Creek on the east side of US101 with the original Frasier Creek Channel on the west side of US101 that was cut off when US101 was constructed.
Updated: 12/05/2014 08:53 am

US101 MP 115.9 to 116.8

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: No lanes on US101 will be closed during the day but flaggers might stop traffic. The project will widen US101 with a lane in each direction and center turn lane. It will create wider shoulders, new curb and sidewalk, a new pedestrian crossing, a new signal at 32nd Street, retaining walls, and landscaping.
Updated: 12/05/2014 08:56 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: 12/20/2014 7:00 pm

US101B MP 4.78 to 6.89

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Bridge construction is occurring at the Old Youngs Bay bridge on US101 Business, one lane traffic with flaggers, use caution. US101(Bus.): Old Youngs Bay & Lewis & Clark River Bridges (Warrenton - Astoria Highway, mile post 4.78 and 6.89) This project consists of performing bridge rehabilitation work at both the Old Youngs Bay and Lewis & Clark River Bridges along US101(Bus.). The scheduled work includes the Contractor performing bridge rehabilitation work at the Old Youngs Bay Bridge. Flaggers will control single lane traffic during construction activities as required. Expect delays of up to 20 minutes and drive through the area with caution. Oregon State Police will be enforcing the speed limit through the work zone area. There will be no lane closures occurring from noon Wednesday, November 26 through midnight Sunday, November 30. 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: 11/24/2014 2:04 pm

US101B MP 4.78

Closure with Detour; Crash/Hazard
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: 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.
Last Updated: 12/10/2014 10:31 am

North Oregon Road Conditions by Route

I-84 MP 64 to 87

HOOD RIVER - THE DALLES; 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: Areas of standing water.
Last Updated: 12/20/2014 8:08 pm

I-84 MP 87 to 112

THE DALLES - RUFUS; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 45 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments: Areas of standing water.
Last Updated: 12/20/2014 8:08 pm

I-84 MP 90

No to Minimum Delay; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane
Comments: There is a pothole in the lane of travel causing no to minimal delays. Use caution.
Last Updated: 12/20/2014 6:54 pm

I-84 MP 103.75 to 104.83

Informational only; Commercial Vehicle Information
Details: I-84 MP 103.5 to MP 105.0 EB & WB (Biggs Junction) Effective July 22, 2013, this section of I-84 will be restricted to 19 feet 00 in. in width. The height will be restricted to 19 feet 04 in. in height eastbound, and 17 feet 10 in. in height westbound. Effective June 3, 2014, the I-84 eastbound and westbound ramps to/from US97 will be restricted to 16 feet 00 in. in width. Loads wider than 16 feet 00 in. in width should use Exit 109 (Rufus) to/from US97. In addition, effective November 1, 2014, the I-84 eastbound ramps to/from US97, and the ramp from I-84 westbound to US97 will be restricted to 14 feet 00 in. in width. Loads wider than 14 feet 00 in. in width should use Exit 109 (Rufus) to/from US97. Estimated date of completion is June 1, 2015.
Updated: 12/20/2014 7:00 pm

I-84 MP 104.5 to 106

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: I84 will be reduced to one lane in both EB and WB direction with traffic pattern changes. Speeds on I84 through the work zone are reduced to 50 MPH. Contractors will be performing shoulder work, and other miscellaneous work outside of the roadway. The contractor will not be working the week of December 29th. There should be no delays to the travelling public over the next two weeks. I84 is still reduced to a single lane in each direction at Biggs. Speeds on I84 through the work zone have been reduced to 50 MPH.
Updated: 12/18/2014 9:34 pm

I-84 MP 112 to 150

ARLINGTON; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 46 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:07 pm

I-84 MP 167.58 to 193

HERMISTON; 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: 12/20/2014 8:16 pm

ORE19 MP 22.1 to 73.6

CONDON; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 46 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 2 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

ORE35 MP 57.2 to 63.76

BENNETT PASS/MT HOOD MEADOWS; Road/Weather Report
Weather Condition: Rain
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: 9 in.
Comments:
Last Updated: 12/20/2014 8:12 pm

ORE35 MP 61.71

WHITE RIVER; Road/Weather Report
Weather Condition: Rain
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: 1 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

ORE35 MP 101.82

Informational only; Commercial Vehicle Information
Details: OR35 crossing Columbia River (White Salmon) Bridge - Hood River OR35 crossing the Columbia River (White Salmon) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW, Weight Table 1. Bridge belongs to Port of Hood River.
Updated: 12/20/2014 7:00 pm

ORE173 MP .12

TIMBERLINE LODGE; Weather Warning
Weather Condition: Rain
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 39 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 14 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

ORE207 MP 5 to 36

HEPPNER-SPRAY MOUNTAIN; 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: 2 in.
Comments:
Last Updated: 12/20/2014 8:12 pm

ORE207 MP 11.6 to 12.2

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Bridge construction is occurring, with intermittent flagging operations and an on site detour. Delays up to 20 mins, weekdays between 6AM and 6PM.
Updated: 11/17/2014 10:27 pm

ORE207 MP 11.86

Informational only; Commercial Vehicle Information
Details: OR207 MP 11.86 (Umatilla River Bridge - south of Hermiston) OR207 crossing the Umatilla 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: 12/20/2014 7:00 pm

US26 MP 54.14

GOVERNMENT CAMP; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

US26 MP 59.57 to 67

BLUE BOX PASS; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 4 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

US26 MP 67 to 75.5

WARM SPRINGS JCT; 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: 12/20/2014 8:09 pm

US26 MP 86

Informational only; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/20/2014 9:43 pm

US30 MP 30.42

Informational only; Commercial Vehicle Information
Details: US30 MP 30.42 (Bridge of the Gods - Cascade Locks) Effective December 24, 2013, the Bridge of the Gods at US30 MP 30.42 is restricted to 80,000 lbs. GVW, Weight Table 1. This bridge belongs to the Port of Cascade Locks.
Updated: 12/20/2014 7:00 pm

US97 MP .43 to 2

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Expect occasional flagging on US97 at the ramp and US30 intersection for select operations. Delays during flagging operations will be less than 20 min Contractors will be performing shoulder work, and other miscellaneous work outside of the roadway. The contractor will not be working the week of December 29th. There should be no delays to the travelling public over the next two weeks. I84 is still reduced to a single lane in each direction at Biggs. Speeds on I84 through the work zone have been reduced to 50 MPH.
Updated: 12/18/2014 9:34 pm

US97 MP 17.96

MORO; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/20/2014 8:11 pm

US97 MP 56.04

SHANIKO; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 2 in.
Comments:
Last Updated: 12/20/2014 8:11 pm

US197 MP 3.6

THE DALLES; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:08 pm

US197 MP 45.09

MAUPIN; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:08 pm

US395 MP 3 to 15

PENDLETON SOUTH; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions: Visibility of less than 500 feet. Oversized loads drive by your permit.
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 50 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:14 pm

US395 MP 35 to 42

BATTLE MT SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 5 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

US395 MP 65 to 80

MEADOWBROOK SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 1 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

US395 MP 90.8 to 97.18

LONG CREEK MT; Weather Warning
Weather Condition: Rain
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:27 pm

US395 MP 92.27

REST AREA
Informational only
Comments: Rest area is closed.
Last Updated: 10/16/2014 12:01 pm

Northeast Oregon Road Conditions by Route

I-84 MP 193 to 216

PENDLETON; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions: Visibility of less than 500 feet. Oversized loads drive by your permit.
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 50 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:14 pm

I-84 MP 216 to 226

CABBAGE HILL EB; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 41 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: WATCH FOR HIGH WINDS
Last Updated: 12/20/2014 8:13 pm

I-84 MP 226 to 216

CABBAGE HILL WB; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 41 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: WATCH FOR HIGH WINDS
Last Updated: 12/20/2014 8:13 pm

I-84 MP 226 to 264

MEACHAM EB; Severe Weather Hazard
Weather Condition: Rain
Pavement Condition: Standing water or flooding on roadway
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:14 pm

I-84 MP 256.4

Informational only; Commercial Vehicle Information
Details: I-84 MP 256.42 Upper Perry Interchange crossing over I-84 (Perry) Upper Perry Interchange crossing over I-84 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: 12/20/2014 7:00 pm

I-84 MP 264 to 226

MEACHAM WB; Severe Weather Hazard
Weather Condition: Rain
Pavement Condition: Standing water or flooding on roadway
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:14 pm

I-84 MP 266 to 281

LADD CANYON EB; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: Trace
Comments:
Last Updated: 12/20/2014 8:19 pm

I-84 MP 281 to 266

LADD CANYON WB; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: Trace; Roadside Snow: Trace
Comments:
Last Updated: 12/20/2014 8:19 pm

I-84 MP 285 to 299.9

BAKER VALLEY; Road/Weather Report
Weather Condition: Rain
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: 12/20/2014 8:20 pm

I-84 MP 300 to 328

PLEASANT VALLEY EB; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: Areas of dense fog
Last Updated: 12/21/2014 02:25 am

I-84 MP 328 to 300

PLEASANT VALLEY WB; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: Areas of dense fog
Last Updated: 12/21/2014 02:25 am

ORE3 MP 15.72

FLORA; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions:
Current Temp: 34 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 4 in.
Comments:
Last Updated: 12/20/2014 8:28 pm

ORE11 MP 0 to 35.32

PENDLETON - MILTON FREEWATER; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 50 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:14 pm

ORE82 MP 33

MINAM SUMMIT; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/20/2014 8:19 pm

ORE82 MP 63.95

ENTERPRISE; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 37 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/20/2014 8:27 pm

ORE86 MP 47.24

HALFWAY HILL; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions:
Current Temp: 31 F
High Temp:
Low Temp:
Precipitation:
New Snow: 1 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:29 pm

ORE204 MP 10.8 to 36.66

TOLLGATE EB; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 22 in.
Comments:
Last Updated: 12/21/2014 01:36 am

ORE204 MP 10.8 to 36.66

TOLLGATE WB; Weather Warning
Weather Condition: Intermittent Showers
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 22 in.
Comments:
Last Updated: 12/21/2014 01:36 am

ORE339 MP 2.76

Informational only; Commercial Vehicle Information
Details: OR339 (Freewater Hwy) MP 2.76 (West Crockett Branch Bridge - Milton-Freewater) OR339 (Freewater Hwy) crossing West Crockett Branch Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.
Updated: 12/20/2014 7:00 pm

ORE339 MP 3.16

Informational only; Commercial Vehicle Information
Details: OR339 (Freewater Hwy) MP 3.16 (East Fork Little Walla Walla River Bridge - Milton-Freewater) OR339 (Freewater Hwy) crossing East Fork Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.
Updated: 12/20/2014 7:00 pm

ORE339 MP 3.31

Informational only; Commercial Vehicle Information
Details: OR339 (Freewater Hwy) MP 3.31 (West Fork Little Walla Walla River Bridge - Milton-Freewater) OR339 (Freewater Hwy) crossing West Fork Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.
Updated: 12/20/2014 7:00 pm

US395 MP 3 to 15

PENDLETON SOUTH; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions: Visibility of less than 500 feet. Oversized loads drive by your permit.
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 50 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:14 pm

US395 MP 35 to 42

BATTLE MT SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 5 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

US395 MP 65 to 80

MEADOWBROOK SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 1 in.
Comments:
Last Updated: 12/20/2014 8:09 pm

US395 MP 90.8 to 97.18

LONG CREEK MT; Weather Warning
Weather Condition: Rain
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:27 pm

US395 MP 92.27

REST AREA
Informational only
Comments: Rest area is closed.
Last Updated: 10/16/2014 12:01 pm

West Oregon 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: 12/20/2014 7:00 pm

HWY372 MP 19

Informational only; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/21/2014 12:12 am

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: 45 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:29 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: 45 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:28 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: 12/20/2014 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: 46 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:28 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: 12/20/2014 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: 12/20/2014 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: 12/20/2014 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: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:28 pm

ORE22 MP 73 to 81.81

SANTIAM JCT; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 43 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 2 in.
Comments:
Last Updated: 12/20/2014 9:08 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: 12/20/2014 7:00 pm

ORE34 MP 37.2

Informational only; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 01:48 am

ORE34 MP 40

Informational only; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/21/2014 12:21 am

ORE34 MP 43 to 44.5

Informational only; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 02:35 am

ORE36 MP 8.5

Informational only; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 01:11 am

ORE36 MP 32

Informational only; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 01:49 am

ORE38 MP 5.93 to 16.97

Informational only; Weather Impact
Comments: Debris flow warning, use caution.
Last Updated: 12/20/2014 2:55 pm

ORE38 MP 5.93 to 16.97

Informational only; Weather Impact
Comments: Debris flow warning, use caution.
Last Updated: 12/21/2014 12:53 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: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 53 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:29 pm

ORE58 MP 54

Unconfirmed; Crash/Hazard
Comments: An unconfirmed report of hazardous debris has been received, use caution.
Last Updated: 12/21/2014 02:29 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; Severe Weather Hazard
Weather Condition: Rain
Pavement Condition: Standing water or flooding on roadway
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: 12/20/2014 8:35 pm

ORE126 MP 1 to 52

Informational only; Crash/Hazard
Comments: High water in lanes of travel, use caution.
Last Updated: 12/20/2014 8:00 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: 12/20/2014 7:00 pm

ORE138 MP 30.4 to 30.6

Estimated delay under 20 minutes; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/20/2014 11:29 pm

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: 12/20/2014 11:51 pm

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 12:34 am

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: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:38 pm

ORE138 MP 86.01

E DIAMOND LAKE SMT; Road/Weather Report
Weather Condition: Intermittent Showers
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: 28 in.
Comments:
Last Updated: 12/20/2014 8:38 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: 12/20/2014 7:00 pm

ORE180 MP 6.5

Closure; Crash/Hazard
Lanes Affected: (Westbound) Median , 1 Lane (Eastbound) Median , 1 Lane
Comments: High water, use an alternate route.
Last Updated: 12/20/2014 9:41 pm

ORE229 MP 22

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Hazardous debris, use caution.
Last Updated: 12/20/2014 8:38 pm

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Road/Weather Report
Weather Condition: Intermittent Showers
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: 14 in.
Comments:
Last Updated: 12/20/2014 8:38 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: 12/20/2014 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: 12/20/2014 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: 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: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:34 pm

US20 MP 71.59 to 89.2

SANTIAM PASS 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: 3 in.; Roadside Snow: 10 in.
Comments:
Last Updated: 12/20/2014 9:09 pm

US97 MP 196.42 to 236.66

CHEMULT; Severe Weather Hazard
Weather Condition: Rain
Pavement Condition: Standing water or flooding on roadway
Commercial Restrictions:
Chain Restrictions:
Current Temp: 42 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/21/2014 12:31 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: 12/20/2014 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 173.6

No to Minimum Delay; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: Rock fall has occurred causing no to minimum delays, use caution.
Last Updated: 12/20/2014 10:39 pm

US101 MP 177

Closure; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: The highway is closed at this location for an unknown amount of time. Please find an alternate route.
Last Updated: 12/20/2014 4:02 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: 12/20/2014 7:00 pm

US101 MP 197

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/20/2014 2:17 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: 12/20/2014 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: 12/20/2014 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: 12/20/2014 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

Central Oregon Road Conditions by Route

HWY372 MP 19

Informational only; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/21/2014 12:12 am

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

HWY372 MP 21.98

MT BACHELOR; Weather Warning
Weather Condition: Rain
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 23 in.
Comments:
Last Updated: 12/21/2014 01:56 am

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: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:28 pm

ORE22 MP 73 to 81.81

SANTIAM JCT; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 43 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 2 in.
Comments:
Last Updated: 12/20/2014 9:08 pm

ORE27 MP 1.9

Informational only; Commercial Vehicle Information
Details: OR27 MP 1.90 (Irrigation Ditch - Prineville) OR27 crossing Irrigation Ditch at MP 1.90 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.
Updated: 12/20/2014 7:00 pm

ORE27 MP 2.88

Informational only; Commercial Vehicle Information
Details: OR27 MP 2.88 (Irrigation Ditch - Prineville) OR27 crossing Irrigation Ditch at MP 2.88 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.
Updated: 12/20/2014 7:00 pm

ORE27 MP 4.62

Informational only; Commercial Vehicle Information
Details: OR27 MP 4.62 (Irrigation Ditch - Prineville) OR27 crossing Irrigation Ditch at MP 4.62 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.
Updated: 12/20/2014 7:00 pm

ORE27 MP 27.23

Informational only; Commercial Vehicle Information
Details: OR27 MP 27.23 (Bear Creek Bridge - south of Prineville) OR27 crossing Bear Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW, Weight Table 2.
Updated: 12/20/2014 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 71.59 to 89.2

SANTIAM PASS 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: 3 in.; Roadside Snow: 10 in.
Comments:
Last Updated: 12/20/2014 9:09 pm

US20 MP 89.2 to 112

SISTERS; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 44 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 11:11 pm

US20 MP 132.51

BURNS; Weather Warning
Weather Condition: Rain
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions:
Current Temp: 33 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:31 pm

US26 MP 50.3 to 53

OCHOCO SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 5 in.
Comments:
Last Updated: 12/20/2014 8:22 pm

US26 MP 99 to 103

WARM SPRINGS GRADE; Road/Weather Report
Weather Condition: Intermittent Showers
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: 12/20/2014 8:11 pm

US26 MP 162.27 to 162.41

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) , Shoulder (Southbound) , Shoulder
Comments: Construction of sidewalks is occurring causing no to minimum delays, use caution. Work will be occurring Mondays through Fridays in daylight hours. Watch for traffic changes and flaggers throughout the week.
Updated: 11/17/2014 10:20 pm

US97 MP 68.66

COW CANYON; Road/Weather Report
Weather Condition: Intermittent Showers
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: Trace
Comments:
Last Updated: 12/20/2014 8:11 pm

US97 MP 130 to 145.48

BEND; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 48 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/21/2014 01:55 am

US97 MP 137.17

ON RAMP
Informational only; Crash/Hazard
Comments: High water, use caution. Ramps Affected.
Last Updated: 12/20/2014 06:07 am

US97 MP 139 to 142

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane
Comments: Daytime and nighttime single lane closures resulting in heavy congestion (pending weather conditions.) Exit 141 (3rd Street) is now open to US97. No work scheduled during the Christmas and New Years weeks.
Updated: 12/18/2014 9:29 pm

US97 MP 139.2

Informational only; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: High water, use caution.
Last Updated: 12/20/2014 06:08 am

US97 MP 145.48 to 172.19

SOUTH OF BEND; Road/Weather Report
Weather Condition: Rain
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: Trace
Comments:
Last Updated: 12/21/2014 01:55 am

US97 MP 172.19 to 196.42

LAPINE; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments: Areas of standing water
Last Updated: 12/20/2014 8:25 pm

US97 MP 196.42 to 236.66

CHEMULT; Severe Weather Hazard
Weather Condition: Rain
Pavement Condition: Standing water or flooding on roadway
Commercial Restrictions:
Chain Restrictions:
Current Temp: 42 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/21/2014 12:31 am

US395 MP 10.3 to 18.27

CANYON MOUNTAIN; Weather Warning
Weather Condition: Intermittent Showers
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: 2 in.; Roadside Snow: 6 in.
Comments:
Last Updated: 12/20/2014 8:27 pm

US395 MP 53

DEVINE SUMMIT; 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: Trace; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:32 pm

US395 MP 90.8 to 97.18

LONG CREEK MT; Weather Warning
Weather Condition: Rain
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:27 pm

US395 MP 92.27

REST AREA
Informational only
Comments: Rest area is closed.
Last Updated: 10/16/2014 12:01 pm

East Oregon Road Conditions by Route

I-84 MP 285 to 299.9

BAKER VALLEY; Road/Weather Report
Weather Condition: Rain
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: 12/20/2014 8:20 pm

I-84 MP 300 to 328

PLEASANT VALLEY EB; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: Areas of dense fog
Last Updated: 12/21/2014 02:25 am

I-84 MP 328 to 300

PLEASANT VALLEY WB; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 36 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: Areas of dense fog
Last Updated: 12/21/2014 02:25 am

I-84 MP 347.85 to 328.1

BURNT RIVER CANYON; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:20 pm

I-84 MP 352 to 367

THREE MILE HILL; 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: 12/20/2014 8:24 pm

I-84 MP 367 to 378

ONTARIO; 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: 12/20/2014 8:24 pm

ORE7 MP 6.74

TIPTON SUMMIT; Weather Warning
Weather Condition: Intermittent Showers
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: 3 in.; Roadside Snow: 12 in.
Comments:
Last Updated: 12/20/2014 8:26 pm

ORE7 MP 25 to 36

SUMPTER; Severe Weather Hazard
Weather Condition: Snowing Hard and Continuously
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: 2 in.; Roadside Snow: 6 in.
Comments:
Last Updated: 12/20/2014 10:56 pm

US20 MP 132.51

BURNS; Weather Warning
Weather Condition: Rain
Pavement Condition: Spots of Ice
Commercial Restrictions:
Chain Restrictions:
Current Temp: 33 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:31 pm

US20 MP 151 to 240

JUNTURA; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 38 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/21/2014 12:01 am

US20 MP 161

STINKINGWATER SUMMIT; 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: 4 in.
Comments:
Last Updated: 12/21/2014 12:01 am

US26 MP 162.27 to 162.41

No to Minimum Delay; Construction Work
Lanes Affected: (Northbound) , Shoulder (Southbound) , Shoulder
Comments: Construction of sidewalks is occurring causing no to minimum delays, use caution. Work will be occurring Mondays through Fridays in daylight hours. Watch for traffic changes and flaggers throughout the week.
Updated: 11/17/2014 10:20 pm

US26 MP 190.47 to 190.73

AUSTIN; Weather Warning
Weather Condition: Intermittent Showers
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: 3 in.; Roadside Snow: 12 in.
Comments: Spots of black ice.
Last Updated: 12/20/2014 8:26 pm

US26 MP 223.22

ELDORADO PASS; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 33 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 1 in.
Comments:
Last Updated: 12/20/2014 8:26 pm

US30 MP .46

Informational only; Commercial Vehicle Information
Details: US30 (Huntington Hwy) MP 0.46 (Burnt River Bridge - Lime) Effective June 16, 2011, the Burnt River Bridge near Lime just off I-84 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: 12/20/2014 7:00 pm

US395 MP 10.3 to 18.27

CANYON MOUNTAIN; Weather Warning
Weather Condition: Intermittent Showers
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: 2 in.; Roadside Snow: 6 in.
Comments:
Last Updated: 12/20/2014 8:27 pm

US395 MP 53

DEVINE SUMMIT; 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: Trace; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:32 pm

US395 MP 90.8 to 97.18

LONG CREEK MT; Weather Warning
Weather Condition: Rain
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 35 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 3 in.
Comments:
Last Updated: 12/20/2014 8:27 pm

US395 MP 92.27

REST AREA
Informational only
Comments: Rest area is closed.
Last Updated: 10/16/2014 12:01 pm

Southwest Oregon Road Conditions by Route

I-5 MP 0 to 4.3

SISKIYOU SUMMIT NB; 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: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:32 pm

I-5 MP 4.3 to 0

SISKIYOU SUMMIT SB; 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: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:32 pm

I-5 MP 12.29 to 12.95

Informational only; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: Road construction is occurring, use caution. Watch for equipment on the NB shoulder, as work is being done in preparation for the new Rest Area. Installation of the Siskiyou Rest Area and Welcome Center is scheduled to begin next year.
Updated: 12/13/2014 2:11 pm

I-5 MP 24

Informational only; Construction Work
Lanes Affected: (Southbound) , Shoulder (Northbound) , Shoulder
Comments: No traffic impacts on I-5 this week. Work continues on the frontage roads, and bridges in the interchange area. Watch for workers and equipment. This is the Fern Valley interchange project. There are directional signs on the frontage road and intersections. Utility crews are working in the area, use caution.
Updated: 12/13/2014 2:08 pm

I-5 MP 33

Informational only; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: Road construction is occurring, use caution. Work is on the shoulder to install a road and weather information station.
Updated: 12/13/2014 2:21 pm

I-5 MP 69.08

SEXTON MT PASS; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 52 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:33 pm

I-5 MP 87 to 100.95

CANYON CREEK PASS; 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: 12/20/2014 8:33 pm

I-5 MP 90.1

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median , 1 Lane (Northbound) Median , 1 Lane
Comments: Road construction is occurring causing no to minimum delays, use caution. Intermittent lane and shoulder closures for median work. This is to install a camera and weather station.
Updated: 12/13/2014 2:40 pm

I-5 MP 104.85

Informational only; Commercial Vehicle Information
Details: I-5 MP 104.85 Chadwick Ln crossing over I-5 (near Riddle) Chadwick Ln crossing over I-5 is restricted to the following weights: 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1.
Updated: 12/20/2014 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: 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: 53 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:29 pm

ORE62 MP 1.58

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Intermittent traffic control with flaggers, Sunday through Thursday nights, 9PM to 6 AM. This is for utility work. Use caution, watch for workers and advance warning signs.
Updated: 12/13/2014 2:10 pm

ORE62 MP 45.74

PROSPECT; 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: 12/20/2014 8:38 pm

ORE62 MP 56

Informational only; Construction Work
Lanes Affected: (Westbound) , Shoulder (Eastbound) , Shoulder
Comments: Road construction is occurring, use caution. Shoulder work for installation of a road and weather station, watch for workers.
Updated: 12/13/2014 2:22 pm

ORE62 MP 65.45

UPPER CRATER LAKE BDRY; Road/Weather Report
Weather Condition: Intermittent Showers
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: 5 in.
Comments:
Last Updated: 12/20/2014 8:38 pm

ORE66 MP 15.65

GREEN SPRINGS SMT; 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: 7 in.
Comments:
Last Updated: 12/20/2014 11:30 pm

ORE99 MP 1

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane , Shoulder (Eastbound) 1 Lane , Shoulder
Comments: Road construction is occurring, use caution. Intermittent traffic control with flaggers. All work is weather permitting.
Updated: 12/13/2014 2:09 pm

ORE138 MP 86.01

E DIAMOND LAKE SMT; Road/Weather Report
Weather Condition: Intermittent Showers
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: 28 in.
Comments:
Last Updated: 12/20/2014 8:38 pm

ORE140 MP 36.96

LK OF THE WOODS; Road/Weather Report
Weather Condition: Rain
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: 3 in.
Comments:
Last Updated: 12/20/2014 8:30 pm

ORE140 MP 53.71

DOAK MT SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 1 in.
Comments:
Last Updated: 12/20/2014 8:31 pm

ORE230 MP 0 to 23.8

W DIAMOND LAKE SMT; Road/Weather Report
Weather Condition: Intermittent Showers
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: 14 in.
Comments:
Last Updated: 12/20/2014 8:38 pm

ORE234 MP .04

Informational only; Commercial Vehicle Information
Details: OR234 MP 0.04 (Rogue River Bridge - west of Gold Hill) OR234 crossing Rogue River Bridge west of Gold Hill 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: 12/20/2014 7:00 pm

ORE238 MP 13.79 to 38.75

JACKSONVILLE HIGHWAY; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 52 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/21/2014 12:31 am

ORE273 MP 7.5

MT ASHLAND SKI ROAD; Weather Warning
Weather Condition: Overcast
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 40 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 18 in.
Comments:
Last Updated: 12/20/2014 11:29 pm

US97 MP 227 to 226

Informational only; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: There is a pothole in the lane of travel. Use caution.
Last Updated: 12/21/2014 12:32 am

US97 MP 236.66 to 253.9

CHILOQUIN; Road/Weather Report
Weather Condition: Rain
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: Trace
Comments:
Last Updated: 12/20/2014 8:30 pm

US97 MP 242.3

Informational only; Crash/Hazard
Comments: A crash has occurred, use caution.
Last Updated: 12/21/2014 12:01 am

US97 MP 253.9 to 280.16

KLAMATH FALLS; 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: 12/20/2014 8:29 pm

US97 MP 291.7

Estimated delay under 20 minutes; Weather Impact
Lanes Affected: (Southbound) 1 Lane
Comments: High wind warning, use caution. High profile vehicles are not recommended on Highway 97 from the Oregon border to Weed.
Last Updated: 12/20/2014 5:48 pm

US101 MP 292.5

No to Minimum Delay; Crash/Hazard
Lanes Affected: (Southbound) , Shoulder
Comments: The road surface has collapsed causing no to minimum delays, use caution. The southbound shoulder is closed.
Last Updated: 12/11/2014 08:10 am

US101 MP 307 to 308

Estimated delay under 20 minutes; Crash/Hazard
Comments: High water, use caution.
Last Updated: 12/21/2014 12:47 am

US199 MP 16.1

HAYES HILL SMT; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 51 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/20/2014 8:33 pm

South Oregon Road Conditions by Route

ORE140 MP 4.75

WARNER MT SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 13 in.
Comments:
Last Updated: 12/20/2014 8:32 pm

ORE140 MP 25

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Animals are on the roadway and causing traffic to slow. Use caution.
Last Updated: 12/21/2014 12:42 am

ORE140 MP 25 to 34.4

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Traffic control with flaggers, and pilot cars, Monday through Thursday, during daylight hours.
Updated: 12/13/2014 2:02 pm

ORE140 MP 25.17 to 31.57

Informational only; Commercial Vehicle Information
Details: OR140 MP 25.13 to MP 34.47 (Bly Mountain) Effective July 18, 2014, this section of OR140 will be restricted to 12 feet 00 in. in width. Estimated date of completion is December 31, 2014.
Updated: 12/20/2014 7:00 pm

ORE140 MP 30.93

BLY SUMMIT; 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: 4 in.
Comments:
Last Updated: 12/20/2014 8:30 pm

ORE140 MP 66.73

QUARTZ MT SUMMIT; Road/Weather Report
Weather Condition: Rain
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: 5 in.
Comments:
Last Updated: 12/20/2014 8:32 pm

US97 MP 227 to 226

Informational only; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: There is a pothole in the lane of travel. Use caution.
Last Updated: 12/21/2014 12:32 am

US97 MP 236.66 to 253.9

CHILOQUIN; Road/Weather Report
Weather Condition: Rain
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: Trace
Comments:
Last Updated: 12/20/2014 8:30 pm

US97 MP 242.3

Informational only; Crash/Hazard
Comments: A crash has occurred, use caution.
Last Updated: 12/21/2014 12:01 am

US97 MP 253.9 to 280.16

KLAMATH FALLS; 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: 12/20/2014 8:29 pm

US97 MP 291.7

Estimated delay under 20 minutes; Weather Impact
Lanes Affected: (Southbound) 1 Lane
Comments: High wind warning, use caution. High profile vehicles are not recommended on Highway 97 from the Oregon border to Weed.
Last Updated: 12/20/2014 5:48 pm

US395 MP 142.64

LAKEVIEW; Road/Weather Report
Weather Condition: Rain
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: 0 in.
Comments:
Last Updated: 12/20/2014 8:31 pm

Southeast Oregon Road Conditions by Route

US95 MP 0 to 56.57

JORDAN VALLEY; Road/Weather Report
Weather Condition: Intermittent Showers
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 42 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: Trace
Comments:
Last Updated: 12/21/2014 01:27 am

US95 MP 66.18 to 121.36

BASQUE; Road/Weather Report
Weather Condition: Overcast
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: High winds.
Last Updated: 12/21/2014 01:31 am

City of Bend Road Conditions by Route

US97 MP 130 to 145.48

BEND; Road/Weather Report
Weather Condition: Rain
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions:
Current Temp: 48 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 12/21/2014 01:55 am

US97 MP 137.17

ON RAMP
Informational only; Crash/Hazard
Comments: High water, use caution. Ramps Affected.
Last Updated: 12/20/2014 06:07 am

City of Eugene Road Conditions by Route

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: 12/20/2014 7:00 pm

City of La Grande Road Conditions by Route

No adverse road conditions reported at this time.

City of Medford Road Conditions by Route

I-5 MP 33

Informational only; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: Road construction is occurring, use caution. Work is on the shoulder to install a road and weather information station.
Updated: 12/13/2014 2:21 pm

ORE62 MP 1.58

No to Minimum Delay; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Intermittent traffic control with flaggers, Sunday through Thursday nights, 9PM to 6 AM. This is for utility work. Use caution, watch for workers and advance warning signs.
Updated: 12/13/2014 2:10 pm

Portland Metro Road Conditions by Route

I-5 MP 289.8

No to Minimum Delay; Construction Work
Comments: Expect nighttime lane closure on southbound I-5 at the Tualatin River Bridge from 8 p.m. to 5 a.m. Monday through Friday. Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:40 am

I-5 MP 290.4

No to Minimum Delay; Construction Work
Comments: No traffic impacts. Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:38 am

I-5 MP 290.48

Informational only; Commercial Vehicle Information
Details: I-5 MP 290.48 (Lower Boones Ferry Rd crossing under I-5) - Lake Oswego Effective June 14, 2014, Lower Boones Ferry Rd crossing under I-5 will be intermittently closed between the hours of 10 PM & 7 AM. These closures are NOT on the I-5 mainline, and the Exit 290 ramps will remain open. Estimated date of completion is July 25, 2015.
Updated: 12/20/2014 7:00 pm

I-84 MP 17

No to Minimum Delay; Construction Work
Comments: Traffic on North Frontage Road may be shifted into the lanes approximately 4 feet to the south near Marine Drive. Night time closures may occur. The project will widen Marine Drive between the two frontage roads to allow for two-way traffic. It will also replace the existing I-84 overpass bridges at Marine Drive with a new bridge. The Marine Drive intersections at the Frontage Roads will also be improved.
Updated: 09/27/2014 02:44 am

I-84 MP 17.68

Informational only; Commercial Vehicle Information
Details: I-84 MP 17.68 WB (Sandy River Bridge - Troutdale) I-84 WB crossing the Sandy River Bridge is restricted to single trip permits beyond Weight Table 5.
Updated: 12/20/2014 7:00 pm

I-205 MP 12.46

Informational only; Commercial Vehicle Information
Details: I-205 MP 12 to MP 14 NB & SB (Clackamas) Effective April 7, 2014, this section of I-205 will be restricted to 12 feet 00 in. in width on Monday to Friday between the hours of 10 PM & 5 AM (NIGHTTIME). In addition, this section of I-205 will be restricted to 16 feet 11 in. in height on Monday to Friday between the hours of 8 PM & 5:30 AM. Estimated date of completion is November 28, 2014.
Updated: 12/20/2014 7:00 pm

I-205 MP 14.54

Informational only; Commercial Vehicle Information
Details: I-205 NB on-ramp from Sunnybrook Blvd (Clackamas) Effective December 28, 2014, the ramp from Sunnybrook Blvd to I-205 northbound will be intermittently closed between the hours of 8 PM & 5:30 AM (NIGHTTIME). Estimated date of completion is January 6, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP .99

Informational only; Commercial Vehicle Information
Details: I-405 NB MP 0.99 (Portland) Effective January 9, 2015, this section of I-405 northbound will be restricted to 15 feet 08 in. in height between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP 1.17

Informational only; Commercial Vehicle Information
Details: I-405 NB on-ramp from SW 6th Ave (Portland) Effective January 9, 2015, the ramp from SW 6th Ave to I-405 northbound will be closed between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP 1.24

Informational only; Commercial Vehicle Information
Details: I-405 NB Exit 1D ramp to US26 WB (Portland) Effective January 9, 2015, the ramp from I-405 northbound Exit 1D to US26 westbound will be closed between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

ORE8 MP 11.28 to 14.66

Estimated delay under 20 minutes; Construction Work
Comments: Night time lane closures between 10th Avenue and 1st Avenue between 5 PM to 6 AM with Monday through Saturday. Expect delays. Project Description: Project Description: ODOT and the City of Hillsboro are partnering on a paving and utility improvement project on Tualatin Valley (TV) Highway (OR 8) between Minter Bridge Road and 331st Avenue. Work on TV Highway involves grinding, reconstructing, paving and restriping; significantly upgrading the City’s water and storm water systems; improving more than 100 ADA ramps (accessible curb ramps); and repairing and paving the Dairy Creek Bridge. The contractor has added crews over this summer and plans to complete a significant amount of work by October 2014. On TV Highway and some side streets, road users should plan for congestion, delays and uneven road surfaces. There is increased traffic enforcement in the area. Traffic Impacts: Baseline Street: Reconstructing and repaving work is underway on nearly all three lanes of Baseline Street from 10th Avenue to 1st Avenue. This is the most disruptive work on Baseline Street to date and will take place day and night, Monday through Saturday, with two lanes in a 2-block section closed on Baseline Street 24/7. At night from 5 p.m. to 6 a.m., the side streets in the 2-block lane closure area may be closed at Baseline Street. This means that road users (at night) may not be able to turn onto or off of the side streets from/to Baseline Street. On Friday night, Sept. 19, the contractor will pave the left and center lanes of Baseline Street between 5th Avenue and 3rd Avenue. During the paving work, the connection from 4th Avenue to Baseline Street will be closed beginning at 7 p.m. (the south side of the intersection). After the paving is complete Saturday morning, Sept. 20, the left and center lane closure from 5th Avenue to 3rd Avenue will be lifted. Beginning Monday, Sept. 22, and continuing until Saturday morning, Sept. 27, the left and center lanes on Baseline Street between 3rd Avenue and 2nd Avenue will be closed 24/7. Paving of this section is scheduled for Friday night, Sept. 26 (weather permitting). There may be intermittent nighttime closures of the south side of the intersection of 3rd Avenue and Baseline Street throughout the week Access to the main entrance and emergency room of Tuality Hospital will remain open at all times, with the possibility of clearly marked detours. TriMet service on Baseline Street will be intermittently affected during this reconstruction work. Driveways into and out of businesses and residences on Baseline Street will have access during the lane closures, with the possibility of short closures. Oak Street: The contractor is grinding and paving the left and center lane of Oak Street from Dennis Avenue to 10th Avenue. The right lane in this section was paved earlier this year. The work is weather-dependent and will be rescheduled if there’s rain. Here are the specifics: • Monday morning, Sept. 22 at 6 a.m., the left and center lane of Oak Street from Dennis Avenue to 4th Avenue will be closed. These two lanes will be closed continuously until 6 a.m. Tuesday morning, Sept. 23, with the contractor working around the clock to finish the work. • Tuesday morning, Sept. 23 at 6 a.m., the left and center lane of Oak Street from 4th Avenue to 10th Avenue will be closed. These two lanes will be closed continuously until 6 a.m. Wednesday morning, Sept. 24, with the contractor working around the clock to finish the work. During this time, road users on Oak Street will not be permitted to turn left on 10th Avenue or continue straight across 10th Avenue to continue on Oak Street. All traffic on Oak Street at 10th Avenue will be required to turn right. • During these lane closures, the traffic on the cross streets from the north will not be permitted to turn onto Oak Street or continue straight across Oak Street. Traffic on the cross streets from the south will be permitted to turn right onto Oak Street, but not continue straight. Flaggers will be controlling traffic at all intersections. • For up to an hour during the paving of Oak Street, the intersection of Oak Street and 1st Avenue will be temporarily closed. A signed detour will take vehicles around the closure. Additionally, traffic on 1st Avenue spanning Oak Street will be reduced to one lane in each direction. • On-street parking on the south side of Oak Street will not be permitted between 1st Avenue and 10th Avenue during the paving. Signs will be displayed indicating the no-parking zones. Please do not park vehicles on Oak Street those two days. • Access to the main entrance and emergency room of Tuality Hospital will remain open at all times. If a detour is necessary to the emergency room, the new route will be clearly marked. • Driveways into and out of businesses and residences on Oak Street will have intermittent access during the lane closures.
Updated: 09/27/2014 02:56 am

ORE43 MP .31

No to Minimum Delay; Construction Work
Comments: The I-5 bridge work over SW Hood Avenue in South Waterfront requires a 24-hour single lane closure on Hood Ave under the I-5 bridge until March 2015 Project Description: Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:37 am

ORE43 MP .59

Informational only; Commercial Vehicle Information
Details: OR43 MP 0.59 SB (Portland) Effective August 25, 2014, this section of OR43 southbound will be restricted to 13 feet 00 in. in width, and 16 feet 07 in. in height. Estimated date of completion is February 26, 2015.
Updated: 12/20/2014 7:00 pm

ORE43 MP 6.04 to 9.02

Informational only; Commercial Vehicle Information
Details: OR43 MP 6.04 to MP 9.02 NB & SB (West Linn) Effective October 15, 2014, this section of OR43 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 June 30, 2016.
Updated: 12/20/2014 7:00 pm

ORE43 MP 11.43

Informational only; Commercial Vehicle Information
Details: OR43 MP 11.43 (Willamette River Arch Bridge - Oregon City) OR43 crossing the Willamette River Arch Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW, Weight Table 1.
Updated: 12/20/2014 7:00 pm

ORE99 MP -5.5 to -4.75

Informational only; Commercial Vehicle Information
Details: OR99W (Denver Ave) MP -5.50 to MP -4.75 SB (Portland) Effective November 10, 2014, this section of OR99W (Denver Ave) SB will be closed at all hours. Effective February 9, 2015, this section of OR99W (Denver Ave) SB will be closed between the hours of 9 PM & 5:30 AM (NIGHTTIME). Estimated date of completion is March 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP -5.45 to -4.75

Informational only; Commercial Vehicle Information
Details: OR99W (Denver Ave) MP -4.75 to MP -5.50 NB (Portland) Effective November 10, 2014, this section of OR99W (Denver Ave) NB 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 March 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP 6.54

Informational only; Commercial Vehicle Information
Details: OR99E MP 6.16 to MP 7.41 NB & SB (Milwaukie) Effective October 29, 2014, this section of OR99E 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 January 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP 12.2

Informational only; Commercial Vehicle Information
Details: OR99W MP 12.20 SB (Tualatin River Bridge - King City) OR99W southbound crossing Tualatin River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE120 MP .38

Informational only; Commercial Vehicle Information
Details: OR120 (Swift Hwy / Portland Rd) MP 0.38 (Columbia Slough Bridge - Portland) OR120 (Swift Hwy / Portland Rd) crossing Columbia Slough Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.
Updated: 12/20/2014 7:00 pm

ORE217 MP 0 to 7.52

Estimated delay under 20 minutes; Construction Work
Comments: No traffic impacts. Project Description: This project will make operational and safety improvements on OR 217 including widening the right shoulders on three sections of OR 217, paving both directions of OR 217 from U.S. 26 to I-5, improving signage in the OR 217 corridor and upgrading the center median barrier. Traffic Impacts: See below. Daytime Closures: Monday, Feb 24 to Friday, Feb. 28 from 7 a.m. to 5 p.m.: - Expect limited shoulder closures on northbound and southbound OR217 between US 26 and I-5. For more information:
Updated: 07/18/2014 10:47 pm

ORE217 MP 6.69

ON RAMP
Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: No traffic impacts. Ramps Affected. Project Description: The required road improvements include widening OR 99W southbound to include a new lane and sidewalk, a landscaped center median and widening the OR 217 northbound off-ramp to S.W. 72nd Avenue. This construction project is being done by a private contractor and is required by the City of Tigard for the development of a WalMart store on Dartmouth Street along OR 99W. A contractor for WalMart will make the required road improvements. Lanes will not close during daytime hours. Traffic Impacts: Daytime lane restrictions will occur at the intersection of the southbound I-5 on and off- ramp at 68th Avenue for underground signalization work Monday through Friday starting at approximately 9 a.m. Lane restrictions will re-open by 3:30 p.m. For more project information:
Updated: 09/27/2014 03:07 am

ORE224 MP 4.36 to 6.56

No to Minimum Delay; Construction Work
Comments: One-way traffic will be controlled by flaggers from 7 a.m. to 5 p.m. Monday thru Friday on SE Lawnfield Road near the intersection of SE 82nd Drive. Project Description: The Sunrise JTA Project will address existing congestion and safety problems in the Oregon 212/224 corridor by constructing a new road from I-205 to 122nd Avenue. Major project elements include: • Constructing a new two-lane limited access highway (one lane each direction) from the Milwaukie Expressway (OR 224) at I-205 to SE 122nd Avenue at OR 212/224. • Constructing a new I-205 overcrossing that will connect 82nd Drive and 82nd Avenue. • Improving bicycle and pedestrian accommodations in the project area. • Improving the intersection of SE 122nd Avenue and OR 212/224. Traffic Impacts: One-way traffic will be controlled by flaggers from 7 a.m. to 5 p.m. Monday through Friday on SE Lawnfield Road near the intersection of SE 82nd Drive for material delivery to the project site. In addition, on S.E. Mather Rd between S.E. Minuteman Way and SE 98th Court, flaggers will reduce traffic to one-way traffic from 7 am to 5 pm. for deliveries to the work site. Delays are minimal.
Updated: 09/27/2014 03:08 am

ORE99W MP 7.61

Estimated delay under 20 minutes; Construction Work
Comments: No traffic impacts. Project Description: Construction began on a project to improve safety and operations in the area of OR 99W northbound and I-5 northbound, spanning the Tigard/Portland city limits (from approximately SW 67th Avenue to SW 58th Avenue). Once complete, traffic in the area should see a reduction in crashes and all road users will have a safer environment. Construction is slated for completion in fall 2014. Traffic Impacts: Single lane closures northbound (Tigard to Portland direction) nightly Monday through Friday between 7 p.m. and 6:30 a.m.
Updated: 09/27/2014 03:06 am

ORE99W MP 7.93 to 8.65

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect alternating overnight lane closures OR 99W for approximately 1.5 miles from OR 217 and 72nd between 9 PM and 5:30 AM Monday through Friday. Project Description: The required road improvements include widening OR 99W southbound to include a new lane and sidewalk, a landscaped center median and widening the OR 217 northbound off-ramp to SW 72nd Avenue. This construction project is being done by a private contractor and is required by the City of Tigard for the development of a WalMart store on Dartmouth Street along OR 99W. A contractor for WalMart will make the required road improvements. Lanes will not close during daytime hours. Traffic Impacts: Expect alternating overnight lane closures on the eastbound and westbound lanes on OR 99W (Pacific Highway) for approximately 1.5 miles from OR 217 to 72nd Avenue for construction activities Monday through Friday, starting at approximately 9 p.m. All lanes will re-open by 5:30 a.m. the following morning. Bicyclists: Check this link for detour information: http://www.tigard-or.gov/community/bike_tigard/default.asp For more project information:
Updated: 09/27/2014 03:05 am

ORE99W MP 11.46 to 11.96

Estimated delay under 20 minutes; Construction Work
Comments: Single lane closures may occur on OR 99W and on Durham and Fischer Roads between 9 AM and 3 PM as well as 8 PM and 6 AM Monday through Friday. Project Description: Work is underway on a project to improve safety on OR 99W from Durham Road to Fischer Road in King City and Tigard. Safety improvements include: • Closing the center median opening on OR 99W at Royal Villa Drive. A left-turn lane and a U-turn signal will be installed at Fischer Road. This will assist southbound travelers who are bound for Royal Villa Drive or wish to head north • Building a bus stop pullout on OR 99W southbound just south of Fischer Road • Adding new sidewalk on OR 99W northbound from Fischer Road to Tigard Towne Square • Lengthening the left turn lane on OR 99W northbound for Fischer Road and for Durham Road • Adding new lighting at the intersection of OR 99W and Durham Road Traffic Impacts: Single lane closures may occur on OR 99W and on Durham and Fischer Roads between 9 a.m. and 3 p.m. for traffic signal work Monday through Friday. Please note: Kerr Contractors are also working concurrently within the same work zone for another project. Plan for congestion and short delays on OR 99W, Fischer Road and Durham Road throughout construction.
Updated: 09/27/2014 03:06 am

US26 MP 57.1

No to Minimum Delay; Construction Work
Comments: No traffic impacts. Project Description: This project replaces the Glencoe Road overpass at U.S. 26 in North Plains and improves the highway ramps, bicycle and pedestrian connections, signs, traffic signals, striping and drainage at this interchange. A culvert under Glencoe Road will also be replaced with a bridge. Work is expected to be complete in summer 2014.
Updated: 09/27/2014 02:50 am

US26 MP 61

Estimated delay under 20 minutes; Construction Work
Comments: No impacts to traffic Project Description: The U.S. 26 Brookwood Parkway/Helvetia Interchange project will improve traffic flow and safety in the interchange area. Project elements include: • Constructing a new westbound U.S. 26 to southbound Brookwood Parkway exit loop ramp. • Reconstructing the westbound U.S. 26 entrance ramp from Helvetia Road. • Widening the Brookwood Parkway overcrossing to accommodate additional northbound and southbound lanes over U.S 26. • Extending the right-turn lane from northbound Brookwood Parkway to the eastbound U.S. 26 entrance ramp. • Adding sidewalks and bike lanes within the interchange area. Traffic Impacts: Eastbound and westbound US26 will be closed from 10 p.m. to 5 a.m. Monday, Sept. 29 and Tuesday, Sept. 30 for the contractor to set the new steel girders over US26. During the closure, traffic will be detoured up and over using the US26 on-and off-ramps. Traffic on Helvetia Road will be stopped for up to 20 minutes on Monday night, Sept. 29 while the crane is picking up the girders from their current location at the Jacobson/Helvetia Road intersection and transporting them to the overpass. The restriction on Helvetia Road will begin at 8 p.m. and will continue intermittently throughout the night. Prior to the freeway closure and detour, the contractor will close a lane in both directions of US26 beginning at 8 p.m. The lane restriction will be removed when the contractor completes the highway closure prior to 5 a.m. each morning. Please note: NW Groveland Drive is permanently closed at NW Helvetia Road. NW Groveland Drive will be accessible from NW Groveland Road via NW West Union Road. A speed reduction zone is currently in place on NW Helvetia Road/NW Brookwood Parkway from the NW Helvetia Road/NW West Union Road intersection to the NW Brookwood Parkway/NW Huffman Street intersection. The posted speed limit has been changed to 40 mph in the work zone.
Updated: 11/05/2014 10:26 pm

US26 MP 61.06

Informational only; Commercial Vehicle Information
Details: US26 MP 61.06 EB & WB (Brookwood/Helvetia Rd Interchange - Hillsboro) Effective May 14, 2014, this section of US26 will be intermittently closed Monday through Friday nights between the hours of 10 PM & 5 AM. All traffic can bypass the closure by taking Exit 61, then re-entering the highway. Estimated date of completion is February 28, 2015.
Updated: 12/20/2014 7:00 pm

US30 MP .03

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 0.03 (Sandy River Bridge - Troutdale) US30 (Historic Columbia River Highway) crossing the Sandy River Bridge is restricted to 30 tons gross weight.
Updated: 12/20/2014 7:00 pm

US30 MP .42

Informational only; Commercial Vehicle Information
Details: US30 Bypass MP 0.56 WB (Portland) Effective December 23, 2014, this section of US30 Bypass westbound will be restricted to 10 feet 00 in. in width on Monday to Thursday nights between the hours of 9 PM & 4 AM (NIGHTTIME). Estimated date of completion is January 16, 2015.
Updated: 12/20/2014 7:00 pm

US30 MP 13.14

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 13.14 (Shepperds Dell Bridge) US30 (Historic Columbia River Hwy) crossing Youngs Creek (Shepperds Dell) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Weight Table 1.
Updated: 12/20/2014 7:00 pm

US30 MP 17.68

Informational only; Commercial Vehicle Information
Details: US30 (Historic Columbia River Hwy) MP 17.68 (West Multnomah Falls Bridge) US30 (Historic Columbia River Hwy) crossing West Multnomah Falls Bridge is restricted to 28,000 lbs. for solo vehicles, 44,000 lbs. for 3-2 combinations, and 56,000 lbs. for 3-3 combinations.
Updated: 12/20/2014 7:00 pm

City of Salem Road Conditions by Route

I-5 MP 253 to 261

No to Minimum Delay; Construction Work
Lanes Affected: (Southbound) Median (Northbound) Median
Comments: Road construction is occurring in the highway median between the hours of 8:00 pm and 5:00 am, causing no to minimum delays, use caution. The scheduled work includes removal of the earthen berm and installation of cable barrier between mile post 253.83 and 258.92. Both the southbound left (fast) lane and northbound shoulder (northbound left lane may be closed sporadically) will be closed Sunday through Thursday nights from 8:00 p.m. until 5:00 a.m. to facilitate construction between mile post 253.83 and 258.92. The roadway shoulders along the median, both in the northbound and southbound directions, may be closed or have their width reduced at any hours of the day as required to facilitate the work. Drive through the area with caution. Oregon State Police will be enforcing the speed limit through the work zone area. The project is scheduled to be completed in February 2015.
Updated: 11/20/2014 4:17 pm

ORE22 MP 25.74 to 26.05

Informational only; Commercial Vehicle Information
Details: OR22 MP 25.60 to MP 26.14 EB (Center St Bridge - Salem) Effective November 18, 2014, this section of OR22 eastbound will be restricted to 17 feet 05 in. in height. Estimated date of completion is February 28, 2015.
Updated: 12/20/2014 7:00 pm

City of Portland Road Conditions by Route

I-5 MP 290.48

Informational only; Commercial Vehicle Information
Details: I-5 MP 290.48 (Lower Boones Ferry Rd crossing under I-5) - Lake Oswego Effective June 14, 2014, Lower Boones Ferry Rd crossing under I-5 will be intermittently closed between the hours of 10 PM & 7 AM. These closures are NOT on the I-5 mainline, and the Exit 290 ramps will remain open. Estimated date of completion is July 25, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP .99

Informational only; Commercial Vehicle Information
Details: I-405 NB MP 0.99 (Portland) Effective January 9, 2015, this section of I-405 northbound will be restricted to 15 feet 08 in. in height between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP 1.17

Informational only; Commercial Vehicle Information
Details: I-405 NB on-ramp from SW 6th Ave (Portland) Effective January 9, 2015, the ramp from SW 6th Ave to I-405 northbound will be closed between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

I-405 MP 1.24

Informational only; Commercial Vehicle Information
Details: I-405 NB Exit 1D ramp to US26 WB (Portland) Effective January 9, 2015, the ramp from I-405 northbound Exit 1D to US26 westbound will be closed between the hours of 9 PM & 5 AM (NIGHTTIME). Estimated date of completion is January 10, 2015.
Updated: 12/20/2014 7:00 pm

ORE43 MP .31

No to Minimum Delay; Construction Work
Comments: The I-5 bridge work over SW Hood Avenue in South Waterfront requires a 24-hour single lane closure on Hood Ave under the I-5 bridge until March 2015 Project Description: Construction is underway on a seismic retrofit project for five bridges along the Interstate 5 corridor between Portland’s South Waterfront district and the Tualatin River. Retrofitting the state’s older bridges to meet modern seismic specifications will help ensure I-5 would not be immobilized in the event Oregon experiences a powerful earthquake.
Updated: 09/27/2014 02:37 am

ORE43 MP .59

Informational only; Commercial Vehicle Information
Details: OR43 MP 0.59 SB (Portland) Effective August 25, 2014, this section of OR43 southbound will be restricted to 13 feet 00 in. in width, and 16 feet 07 in. in height. Estimated date of completion is February 26, 2015.
Updated: 12/20/2014 7:00 pm

ORE99 MP 6.54

Informational only; Commercial Vehicle Information
Details: OR99E MP 6.16 to MP 7.41 NB & SB (Milwaukie) Effective October 29, 2014, this section of OR99E 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 January 9, 2015.
Updated: 12/20/2014 7:00 pm

ORE217 MP 0 to 7.52

Estimated delay under 20 minutes; Construction Work
Comments: No traffic impacts. Project Description: This project will make operational and safety improvements on OR 217 including widening the right shoulders on three sections of OR 217, paving both directions of OR 217 from U.S. 26 to I-5, improving signage in the OR 217 corridor and upgrading the center median barrier. Traffic Impacts: See below. Daytime Closures: Monday, Feb 24 to Friday, Feb. 28 from 7 a.m. to 5 p.m.: - Expect limited shoulder closures on northbound and southbound OR217 between US 26 and I-5. For more information:
Updated: 07/18/2014 10:47 pm

ORE217 MP 6.69

ON RAMP
Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: No traffic impacts. Ramps Affected. Project Description: The required road improvements include widening OR 99W southbound to include a new lane and sidewalk, a landscaped center median and widening the OR 217 northbound off-ramp to S.W. 72nd Avenue. This construction project is being done by a private contractor and is required by the City of Tigard for the development of a WalMart store on Dartmouth Street along OR 99W. A contractor for WalMart will make the required road improvements. Lanes will not close during daytime hours. Traffic Impacts: Daytime lane restrictions will occur at the intersection of the southbound I-5 on and off- ramp at 68th Avenue for underground signalization work Monday through Friday starting at approximately 9 a.m. Lane restrictions will re-open by 3:30 p.m. For more project information:
Updated: 09/27/2014 03:07 am

ORE99W MP 7.61

Estimated delay under 20 minutes; Construction Work
Comments: No traffic impacts. Project Description: Construction began on a project to improve safety and operations in the area of OR 99W northbound and I-5 northbound, spanning the Tigard/Portland city limits (from approximately SW 67th Avenue to SW 58th Avenue). Once complete, traffic in the area should see a reduction in crashes and all road users will have a safer environment. Construction is slated for completion in fall 2014. Traffic Impacts: Single lane closures northbound (Tigard to Portland direction) nightly Monday through Friday between 7 p.m. and 6:30 a.m.
Updated: 09/27/2014 03:06 am

ORE99W MP 7.93 to 8.65

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect alternating overnight lane closures OR 99W for approximately 1.5 miles from OR 217 and 72nd between 9 PM and 5:30 AM Monday through Friday. Project Description: The required road improvements include widening OR 99W southbound to include a new lane and sidewalk, a landscaped center median and widening the OR 217 northbound off-ramp to SW 72nd Avenue. This construction project is being done by a private contractor and is required by the City of Tigard for the development of a WalMart store on Dartmouth Street along OR 99W. A contractor for WalMart will make the required road improvements. Lanes will not close during daytime hours. Traffic Impacts: Expect alternating overnight lane closures on the eastbound and westbound lanes on OR 99W (Pacific Highway) for approximately 1.5 miles from OR 217 to 72nd Avenue for construction activities Monday through Friday, starting at approximately 9 p.m. All lanes will re-open by 5:30 a.m. the following morning. Bicyclists: Check this link for detour information: http://www.tigard-or.gov/community/bike_tigard/default.asp For more project information:
Updated: 09/27/2014 03:05 am