Road Conditions by Route
I-84 MP 229	REST AREA Informational only Comments: The rest area is closed at this time because of a power outage. Last Updated: 07/29/2010 07:39 am
I-84 MP 256.4	Informational only; Commercial Vehicle Information Details: I-84 Upper Perry Interchange Overcrossing MP 256.42 Upper Perry Interchange at Perry - 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: 07/28/2010 7:00 pm
I-84 MP 269	REST AREA Informational only Comments: East bound Charles Reynolds Rest Area is closed for repairs. Last Updated: 07/27/2010 10:46 am
ORE7 MP 41 to 42	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane Comments: Crews are replacing two bridges in the area. Expect intermittent delays and single lane travel. Updated: 07/07/2010 10:07 am
ORE7 MP 41.19	Informational only; Commercial Vehicle Information Details: OR7 MP 41.19 Powder River (Rancheria) Effective October 6, 2003 at MP 41.19 Powder River (Rancheria, just west of the junction with OR245) 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 for Non-Divisible loads Updated: 07/28/2010 7:00 pm
ORE7 MP 42.31	Informational only; Commercial Vehicle Information Details: OR7 MP 42.31 Powder River (Salisbury) Effective October 6, 2003 at MP 42.31 Powder River (Salisbury, just east of the junction with OR245) 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: 07/28/2010 7:00 pm
ORE37 MP 2.46	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder Comments: The Court, Westgate intersections are being upgraded. Paving has completed on Dorion Ave. Expect delays and parking restrictions in the area. Updated: 07/07/2010 10:00 am
ORE82 MP 11.7 to 12.5	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Eastbound) , Shoulder Comments: Stormwater and pedestrian improvements through the City of Imbler. Expect lanes closures, flaggers, side street closures. Updated: 07/07/2010 10:20 am
ORE82 MP 12.5 to 71.2	Informational only; Construction Work Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane Comments: Chip seal Project underway from Imbler to Joesph. Traffic controlled with flaggers and pilot cars. Expect delays. Updated: 07/26/2010 8:41 pm
ORE82 MP 17.6 to 18.1	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane Comments: Construction repairs on Indian Creek bridge. One lane traffic at times. Expect delays. Updated: 07/07/2010 2:14 pm
ORE82 MP 17.88	Informational only; Commercial Vehicle Information Details: OR82 MP 17.88 Indian Creek/Grande Ronde River Bridge MP 17.88 Indian Creek/Grande Ronde River Bridge 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. 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: 07/28/2010 7:00 pm
ORE82 MP 28.79 to 33.77	Informational only; Commercial Vehicle Information Details: OR82 MP 30.00 to 34.00 EB & WB Effective July 16, 2010 this section of OR82 will be restricted to 14 foot 00 in. in width. Estimated date of completion is October 25, 2010. Updated: 07/28/2010 7:00 pm
ORE82 MP 30.9 to 33.7	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane Comments: Replacement of viaduct. Some blasting through area. Traffic controlled by flaggers and traffic signal. Updated: 07/12/2010 06:23 am
ORE339 MP 2.76	Informational only; Commercial Vehicle Information Details: OR339 MP 2.76 West Crockett Branch OR339 MP 2.76 West Crockett Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Wt. Table 4. Updated: 07/28/2010 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 OR339 MP 3.16 Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Wt. Table 4. Updated: 07/28/2010 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 OR339 MP 3.31 Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Wt. Table 4. Updated: 07/28/2010 7:00 pm
US395 MP 5.8	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder Comments: Construction crews will be replacing the McKay Creek Bridge. Watch for trucks entering and exiting the highway. Use caution. Minor delays. Updated: 07/07/2010 10:03 am
US395 MP 50.94 to 60.93	Informational only; Commercial Vehicle Information Details: US395 (Hwy #028 - South of Ukiah) MP 59.36 to MP 60.52 NB & SB Effective April 2, 2009 this section of US395 will be restricted to 13 feet 00 in. in width. Estimated date of completion is October 28, 2011. Updated: 07/28/2010 7:00 pm
US395 MP 60.93 to 50.94	Informational only; Commercial Vehicle Information Details: US395 (Hwy #028 - South of Ukiah) MP 59.36 to MP 60.52 NB & SB Effective April 2, 2009 this section of US395 will be restricted to 13 feet 00 in. in width. Estimated date of completion is October 28, 2011. Updated: 07/28/2010 7:00 pm
US395 MP 61 to 64	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder Comments: Camas Creek and North Fork John Day River bridges near Dale are being replaced. Traffic control devices are in place. Expect only minor delays. Updated: 07/07/2010 10:05 am
US395 MP 63.73 to 64.25	Informational only; Commercial Vehicle Information Details: US395 (Hwy #028 - South of Ukiah) MP 63.13 to MP 64.49 NB & SB Effective April 2, 2009 this section of US395 will be restricted to 13 feet 00 in. in width. Estimated date of completion is October 28, 2011. Updated: 07/28/2010 7:00 pm
US395 MP 64.25 to 63.73	Informational only; Commercial Vehicle Information Details: US395 (Hwy #028 - South of Ukiah) MP 63.13 to MP 64.49 NB & SB Effective April 2, 2009 this section of US395 will be restricted to 13 feet 00 in. in width. Estimated date of completion is October 28, 2011. Updated: 07/28/2010 7:00 pm