Alerts! USFS Road 39 is closed to Through Traffic from the Little Sheep Creek Highway to the Baker Copperfield Highway East of Halfway Oregon Due to Flood Damage.; Regional Driving Impacts
Forest Road 39 in North East Oregon is closed to through Traffic due to flood damage from the Little Sheep Creek Highway to OR 86., Please contact the USFS office for more information on the closure. 541-426-5546. or see website.
Updated: 08/09/2010 2:28 pm |
Road Conditions by RouteI-84
MP 215.6 to 216.4 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 2 Lanes , Shoulder
Comments: Variable message reader boards are being upgraded. Occassional lane closures and minor traffic delays.
Updated: 08/31/2010 3:31 pm |
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: 09/01/2010 7:00 pm |
I-84
MP 269.37 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 2 Lanes , Shoulder
Comments: Upgrade of variable message reader boards. Occasional lane closures and minor delays.
Updated: 08/31/2010 3:32 pm |
I-84
MP 302 | Informational only; Maintenance Work
Lanes Affected: (Westbound) 1 Lane
Comments: The right lane is closed West bound for maintenance.
Updated: 09/02/2010 06:28 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: 08/31/2010 1:55 pm |
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: 09/01/2010 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: 09/01/2010 7:00 pm |
ORE37
MP 1 to 9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , 1 Lane , Shoulder (Eastbound) Median , 1 Lane , Shoulder
Comments: Maintenance crews will be chip sealing. Expect up to 20 minute delays. Flaggers and pilot cars controlling day and nighttime traffic, loose rock on the roadways and reduce speeds at times. All motorists are advised to watch for road crews and flaggers, and slow down when traveling on fresh chip seal applications to reduce flying rocks.
Updated: 09/01/2010 5:02 pm |
ORE82
MP 11.7 to 12.5 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , 1 Lane , Shoulder (Eastbound) Median , 1 Lane , Shoulder
Comments: Stormwater and pedestrian improvements through the City of Imbler. Expect
lanes closures, flaggers, side street closures.
Updated: 08/11/2010 08:24 am |
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. Intermittent lane closures with flaggers. Expect delays.
Updated: 09/02/2010 07:54 am |
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: 09/01/2010 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: 09/01/2010 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 signal 24 hours and seven days a week with occasional flaggers.
Updated: 09/02/2010 07:54 am |
ORE339
MP 2.76 | Informational only; Commercial Vehicle Information
Details: OR339/Freewater Hwy 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: 09/01/2010 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: 09/01/2010 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: 09/01/2010 7:00 pm |
US395
MP 5.8 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , 2 Lanes , Shoulder (Southbound) Median , 2 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: 08/10/2010 10:32 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: 09/01/2010 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: 09/01/2010 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. 24 hour and 7 days a week traffic control devices are in place. Expect only minor delays.
Updated: 08/26/2010 3:15 pm |
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: 09/01/2010 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: 09/01/2010 7:00 pm |
