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Road Conditions by Route

I-84
MP 193 to 216

PENDLETON; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 54 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: There are strong gusty winds in the area.
Last Updated: 11/20/2009 09:59 am

I-84
MP 209 to 210

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) , Shoulder
Comments: Guardrail repair on right shoulder. Watch for maintenance vehicles and detours directing traffic through the work zone. Use caution.
Updated: 11/09/2009 03:38 am

I-84
MP 216 to 226

CABBAGE HILL EB; Road/Weather Report
Weather Condition: Overcast
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: 0 in.
Comments: There are strong gusty winds in the area.
Last Updated: 11/20/2009 09:59 am

I-84
MP 226 to 264

MEACHAM EB; Road/Weather Report
Weather Condition: Overcast
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: High winds in the area.
Last Updated: 11/20/2009 09:59 am

I-84
MP 226 to 216

CABBAGE HILL WB; Road/Weather Report
Weather Condition: Overcast
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: 0 in.
Comments: There are strong gusty winds in the area.
Last Updated: 11/20/2009 09:59 am

I-84
MP 256.25

Informational only; Commercial Vehicle Information
Details: I-84 Perry Arch Bridge on Frontage Rd. MP256.31 Grande Ronde River in Perry (You do not cross this bridge when entering I-84 WB at Exit 256). Restricted to 10,000 lbs. GVW.
Updated: 11/20/2009 10:00 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: 11/20/2009 10:00 am

I-84
MP 264 to 226

MEACHAM WB; Road/Weather Report
Weather Condition: Overcast
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: high winds in the area
Last Updated: 11/20/2009 09:59 am

I-84
MP 266 to 281

LADD CANYON EB; Road/Weather Report
Weather Condition: Partly Cloudy
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: High winds.
Last Updated: 11/20/2009 09:59 am

I-84
MP 281 to 266

LADD CANYON WB; Road/Weather Report
Weather Condition: Partly Cloudy
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: High winds.
Last Updated: 11/20/2009 09:59 am

I-84
MP 285 to 306

BAKER CITY; Road/Weather Report
Weather Condition: Overcast
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: 11/20/2009 3:18 pm

I-84
MP 285

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) , Shoulder (Eastbound) , Shoulder
Comments: Maintenance crews working on the highway. Signs and barriers will direct traffic through the work zone. Expect minor delays, plus lane and width restrictions through the summer. Width restrictions will also be in effect on the eastbound on-ramp from North Powder and U.S. 30 at exit 285. Loads over 12 feet wide will be directed to a detour route traveling westbound two miles on I - 84 to the Wolf Creek interchange to gain eastbound access. Watch for work crews, equipment and width restriction detour signs.
Updated: 10/09/2009 08:39 am

I-84
MP 285.51 to 286.2

Informational only; Commercial Vehicle Information
Details: I-84 MP 285.50 to MP 286.00 EB (North Powder) Effective July 6, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is December 31, 2009.
Updated: 11/20/2009 10:00 am

I-84
MP 285.86

Informational only; Commercial Vehicle Information
Details: I-84 Exit 285 EB on ramp (North Powder) Effective July 6, 2009, the onramp from exit 285 to EB I-84 will be restricted to 12 feet 00 in. in width. Loads that exceed this width can enter I-84 WB at exit 285, take exit 283 cross over the freeway & re-enter I-84 EB. Estimated date of completion is December 31, 2009.
Updated: 11/20/2009 10:00 am

I-84
MP 286.2

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 2 Lanes , Shoulder
Comments: Road construction is occurring, use caution.
Updated: 11/16/2009 11:02 pm

I-84
MP 306 to 328

DURKEE; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 47 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments:
Last Updated: 11/20/2009 3:18 pm

ORE3
MP 15.72

FLORA; Road/Weather Report
Weather Condition: Overcast
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: 1 in.
Comments:
Last Updated: 11/20/2009 3:18 pm

OR-7
MP 41.85

Estimated delay under 20 minutes; Construction Work
Comments: Salisbury bridge still under construction. One lane traffic with flaggers. Trucks hauling rip rap. Use caution traveling through the area. Width restricted 14 feet wide. 24 hour notice required for over size loads.
Updated: 10/02/2009 2:05 pm

ORE7
MP 41 to 42

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Construction crews will be replacing two bridges on the highway. Watch for trucks entering and exiting the highway. Slow down and use caution. Expect two lane traffic at night, single lane during the day at times. Rancheria Bridge will have on site detour. Salisbury Bridge will be used while new bridge is constructed next to it.
Updated: 06/30/2009 2:43 pm

ORE7
MP 41.19

Informational only; Commercial Vehicle Information
Details: OR7 MP 41.19 Power 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: 11/20/2009 10:00 am

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: 11/20/2009 10:00 am

ORE7
MP 42.31

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: One lane traffic during the day to be controlled by flaggers. 24 hour flaggers for switch over to new Rancheria bridge. The construction area is restricted to 14 foot wide loads. 24 hour notice for wide loads. Please use caution traveling through the area.
Updated: 11/09/2009 01:07 am

ORE11
MP 0 to 35.32

PENDLETON - MILTON FREEWATER; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 54 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: There are strong gusty winds in the area.
Last Updated: 11/20/2009 09:59 am

ORE82
MP 17.88

Informational only; Commercial Vehicle Information
Details: OR82 MP 17.88 Indian Creek Bridge MP 17.88 Indian Creek 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: 11/20/2009 10:00 am

ORE82
MP 33

MINAM SUMMIT; Road/Weather Report
Weather Condition: Overcast
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: High winds.
Last Updated: 11/20/2009 10:00 am

ORE82
MP 63.95

ENTERPRISE; Road/Weather Report
Weather Condition: Overcast
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: 11/20/2009 3:19 pm

ORE86
MP 47.24

HALFWAY HILL; 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: 11/20/2009 3:19 pm

ORE204
MP 10.69 to 36.66

TOLLGATE WB; Weather Warning
Weather Condition: Overcast
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: 6 in.
Comments:
Last Updated: 11/20/2009 3:19 pm

ORE204
MP 10.69 to 36.66

TOLLGATE EB; Weather Warning
Weather Condition: Overcast
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: 6 in.
Comments:
Last Updated: 11/20/2009 3:19 pm

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: 11/20/2009 10:00 am

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: 11/20/2009 10:00 am

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: 11/20/2009 10:00 am

US30
MP 2.46

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Intermittent lane closures, flaggers, and pilot cars will be directing traffic. Slow down and use caution. The at-gate RR crossing on SW Court Avenue, adjacent to the Court / Dorian / Westgate intersection, will be closed to vehicle traffic through November. Pedestrian access will be maintained. The closure is needed to accommodate utility and RR crossing upgrades, plus pedestrian access.
Updated: 09/20/2009 1:20 pm

US395
MP 3 to 15

PENDLETON SOUTH; Road/Weather Report
Weather Condition: Overcast
Pavement Condition: Bare Pavement
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 54 F
High Temp:
Low Temp:
Precipitation:
New Snow: 0 in.; Roadside Snow: 0 in.
Comments: There are strong gusty winds in the area.
Last Updated: 11/20/2009 10:00 am

US395
MP 5.77

Informational only; Commercial Vehicle Information
Details: US395 MP 5.77 McKay Creek (South of Pendleton) Effective March 3, 2003 at MP5.77 McKay Creek Bridge south of Pendleton is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW Wt. Table 2 for Divisible Loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. Wt. 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: 11/20/2009 10:00 am

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: 06/30/2009 11:11 am

US395
MP 35 to 42

BATTLE MT SUMMIT; Road/Weather Report
Weather Condition: Overcast
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: Trace
Comments: There are high winds in the area.
Last Updated: 11/20/2009 10:00 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: 11/20/2009 10:00 am

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: 11/20/2009 10:00 am

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: Construction crews replacing 2 Bridges in the area. Watch for trucks entering and exiting the highway. Use caution. Replacement of the Camas Creek and North Fork John Day River bridges near Dale. Minor delays, and single lane travel controlled with temporary traffic signals.
Updated: 06/30/2009 11:44 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: 11/20/2009 10:00 am

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: 11/20/2009 10:00 am

US395
MP 90.5 to 97.34

LONG CREEK MT.; Road/Weather Report
Weather Condition: Overcast
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: 11/20/2009 2:10 pm

US395
MP 93

REST AREA
Informational only
Comments: The Car Park and Rest Area are closed for the season
Last Updated: 10/29/2009 1:20 pm