Road Conditions by Route
I-84 MP 317.47 to 327.71	Informational only; Commercial Vehicle Information Details: I-84 MP 317 to MP 328 EB & WB Effective April 5, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 15, 2010. Updated: 09/07/2010 7:00 pm
I-84 MP 318 to 328	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes Comments: Crews are paving. Traffic pattern changes and single lane travel for EB and WB traffic separated by reflective candlestick cones. Updated: 08/30/2010 3:00 pm
I-84 MP 327.68 to 317.47	Informational only; Commercial Vehicle Information Details: I-84 MP 317 to MP 328 EB & WB Effective April 5, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 15, 2010. Updated: 09/07/2010 7:00 pm
I-84 MP 328 to 342	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane Comments: Occasional lane closures, reduced speeds, and rolling slow downs operations along this corridor. Use caution in the work zone. Updated: 08/31/2010 3:05 pm
I-84 MP 340.42 to 346.1	Informational only; Commercial Vehicle Information Details: I-84 MP 340.70 to MP 346.60 EB & WB Effective April 1, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, there will be intermittent ramp closures alternating between Exits 342 and 345. Estimated date of completion is October 31, 2011. Updated: 09/07/2010 7:00 pm
I-84 MP 342 to 353	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Westbound) Median , 2 Lanes , Shoulder (Eastbound) Median , 2 Lanes , Shoulder Comments: Crews are replacing pavement in this area. Expect traffic pattern changes and single lane travel. Updated: 08/31/2010 1:35 pm
I-84 MP 345	ON RAMP Estimated delay under 20 minutes; Construction Work Comments: The onramp is closed due to crews replacing pavement in the area. Use exit 342 interchange to access the westbound freeway. Ramps Affected. Updated: 09/07/2010 1:12 pm
I-84 MP 345.83 to 353.55	Informational only; Commercial Vehicle Information Details: I-84 MP 345.80 to MP 353.30 EB & WB Effective April 15, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2010. Updated: 09/07/2010 7:00 pm
I-84 MP 346.13 to 340.54	Informational only; Commercial Vehicle Information Details: I-84 MP 340.70 to MP 346.60 EB & WB Effective April 1, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, there will be intermittent ramp closures alternating between Exits 342 and 345. Estimated date of completion is October 31, 2011. Updated: 09/07/2010 7:00 pm
I-84 MP 353.34 to 345.83	Informational only; Commercial Vehicle Information Details: I-84 MP 345.80 to MP 353.30 EB & WB Effective April 15, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2010. Updated: 09/07/2010 7:00 pm
I-84 MP 357 to 360	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Eastbound) 1 Lane Comments: Construction of a truck climbing ramp will cause a single lane closure to one lane of traffic eastbound. Use caution. Updated: 08/31/2010 1:54 pm
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: 09/07/2010 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: 09/07/2010 7:00 pm
ORE78 MP .69 to 1.01	Informational only; Commercial Vehicle Information Details: OR78 MP 0.60 to MP 1.10 NB & SB (Burns) Effective September 15, 2010, this section of OR78 will be closed. The authorized detour route for OR78 NB to US20 EB is OR78, Fry Ln, US20 (reverse route for US20 WB to OR78 SB). The authorized detour for OR78 NB to US20 WB is OR78, OR205, Hotchkiss Ln, US20 (reverse route for US20 EB to OR78 SB). Estimated date of completion is September 22, 2010. Updated: 09/07/2010 7:00 pm
ORE78 MP .7	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) Median , 1 Lane , Shoulder (Southbound) Median , 1 Lane , Shoulder Comments: Construction crews will be replacing Silvies Slough Bridge. This project will require a full seven day road closure begining September 13th. The bridge will be open to alternating single lane traffic controlled by flaggers approximately one week before and two weeks after the full closure. Motorists are asked to observe posted speeds, plan for delays and use caution when traveling through the work zone. During the seven day closure, traffic will be detoured. Updated: 09/07/2010 1:24 pm
US26 MP 154.07 to 156.79	Informational only; Commercial Vehicle Information Details: US26 (Hwy #005 - near Mt. Vernon) MP 154.98 to Mp 156.52 EB & WB Effective April 6, 2009 this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 28, 2011. Updated: 09/07/2010 7:00 pm
US26 MP 155.75	Informational only; Commercial Vehicle Information Details: US26 MP 155.75 (west of John Day) US26 Coles Bridge at MP155.75 west of John Day is not eligible for single trip permits beyond Weight Table 5. Updated: 09/07/2010 7:00 pm
US26 MP 156.79 to 154.07	Informational only; Commercial Vehicle Information Details: US26 (Hwy #005 - near Mt. Vernon) MP 154.98 to Mp 156.52 EB & WB Effective April 6, 2009 this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 28, 2011. Updated: 09/07/2010 7:00 pm
US26 MP 157	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane Comments: Construction crews are working on the bridge. Expect alternating one way traffic controlled by temporary traffic signals around the clock. Expect brief delays and traffic controlled by flaggers throughout the week. Watch for roadside work crews and construction vehicles. Updated: 09/07/2010 06:39 am
US26 MP 170	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane Comments: Bridge work on the John Day River Bridge. Lane closures, and flaggers for traffic. Use caution. Updated: 08/11/2010 3:24 pm
US26 MP 175	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane Comments: Repair Dixie Creek bridge. Lane closures, flaggers, up to 20 minute delays Updated: 08/11/2010 3:22 pm
US26 MP 184.2	Informational only; Commercial Vehicle Information Details: US26 MP 186 to MP 186.60 EB & WB (Near Austin) Effective June 7, 2010, this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 15, 2010. Updated: 09/07/2010 7:00 pm
US26 MP 186 to 189	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane Comments: Traffic will be reduced to single lane traffic controled by temporay signal and/or flaggers until completion. Updated: 08/11/2010 3:33 pm
US30 MP .46	Informational only; Commercial Vehicle Information Details: US30 (Huntington Hwy) MP 0.46 Effective September 11, 2003 at MP 0.46 Lime Bridge in Lime just off I-84 is restricted to 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1 Updated: 09/07/2010 7:00 pm
US30 MP 2.75	Informational only; Commercial Vehicle Information Details: US30 (Huntington Hwy) MP 2.75 Effective September 11, 2003 at MP 2.75 Burnt River Bridge (2.75 miles south of the I-84)is restricted to 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1 Updated: 09/07/2010 7:00 pm
US395 MP 7	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane Comments: Repair Canyon Creek Bridge. Expect lane closures, flaggers, and up to 20 minute delays. Updated: 08/10/2010 11:18 am
US395 MP 42.95	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane Comments: Minor delays, single lane travel controlled by traffic device. Updated: 09/07/2010 06:34 am