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Southwest Oregon Road Conditions

Road Conditions by Route

I-5
MP 40

OFF RAMP
Informational only; Construction Work
Lanes Affected: (Southbound) , Shoulder
Comments: Road construction is occurring, use caution. Ramps Affected.
Updated: 06/17/2013 12:51 pm

I-5
MP 40.66 to 40.97

Informational only; Commercial Vehicle Information
Details: I-5 SB on/off ramps to/from Exit 40 (Gold Hill) Effective July 8, 2013, the on- and off- ramps to/from I-5 southbound Exit 40 to Gold Hill will be closed. In addition, the Exit 40 overpass will be closed. These closures are NOT on the I-5 mainline. Estimated date of completion is July 17, 2013.
Updated: 06/19/2013 10:00 am

I-5
MP 40.83

Informational only; Commercial Vehicle Information
Details: I-5 NB Exit 40 Overpass (Gold Hill) Effective July 8, 2013, the I-5 northbound Exit 40 overpass will be closed. The closure is NOT on the I-5 mainline, or the I-5 northbound Exit 40 on- or off-ramps. Estimated date of completion is July 17, 2013.
Updated: 06/19/2013 10:00 am

I-5
MP 48 to 83

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 2 Lanes (Northbound) 2 Lanes , Shoulder
Comments: Expect nighttime rolling slow-downs, intermittent single lane closures both night and daytime. The NB shoulder from Hugo to Sexton Pass, (MP 66-69),is closed until this fall, for building a climbing lane. This is part of a project to pave I-5 between Hugo and Glendale, and make safety improvements. Use caution and watch for construction equipment and workers in the area.
Updated: 06/17/2013 12:41 pm

I-5
MP 66.55 to 81.08

Informational only; Commercial Vehicle Information
Details: I-5 MP 66.5 to MP 81.7 NB & SB (north of Grants Pass) Effective May 19, 2013, this section of I-5 will be restricted to 12 feet 00 in. in width and 16 feet 08 in. in height between the hours of 7 PM & 9 AM. In addition, the following ramps will be intermittently closed during the same time: Exit 71 (Sunny Valley); Exit 76 (Wolf Creek); Exit 78 (Speaker Rd); Exit 80 (Glendale). No restrictions will be in place from 9 AM Friday until 7 PM Sunday. Estimated date of completion is September 30, 2013.
Updated: 06/19/2013 10:00 am

I-5
MP 66.64 to 81.08

Informational only; Commercial Vehicle Information
Details: I-5 MP 66.5 to MP 81.7 NB & SB (north of Grants Pass) Effective May 19, 2013, this section of I-5 will be restricted to 12 feet 00 in. in width and 16 feet 08 in. in height between the hours of 7 PM & 9 AM. In addition, the following ramps will be intermittently closed during the same time: Exit 71 (Sunny Valley); Exit 76 (Wolf Creek); Exit 78 (Speaker Rd); Exit 80 (Glendale). No restrictions will be in place from 9 AM Friday until 7 PM Sunday. Estimated date of completion is September 30, 2013.
Updated: 06/19/2013 10:00 am

I-5
MP 69.08 to 74.1

Informational only; Commercial Vehicle Information
Details: I-5 SB MP 75.5 to MP 69.7 SB (Sunny Valley) Effective June 17, 2013, this section of I-5 southbound will be restricted to 11 feet 00 in. in width between the hours of 7 PM & 9 AM. No restrictions will be in place from 9 AM Friday until 7 PM Sunday. Estimated date of completion is June 28, 2013.
Updated: 06/19/2013 10:00 am

I-5
MP 79.78 to 81.08

Informational only; Commercial Vehicle Information
Details: I-5 MP 79.5 to MP 81.7 NB (Glendale) Effective May 27, 2013, this section of I-5 northbound will be restricted to 11 feet 00 in. in width between the hours of 7 PM & 9 AM. No restrictions will be in place from 9 AM Friday until 7 PM Sunday. Estimated date of completion is June 14, 2013.
Updated: 06/19/2013 10:00 am

I-5
MP 104.85

Informational only; Commercial Vehicle Information
Details: I-5 MP 104.85 Chadwick Ln crossing over I-5 MP 104.85 Chadwick Lane crossing over I-5 (near Riddle) 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1
Updated: 06/19/2013 10:00 am

ORE39
MP -.14 to .15

Estimated delay under 20 minutes; Construction Work
Comments: Road construction is occurring, use caution. Intermittent traffic control with flaggers.
Updated: 06/17/2013 12:15 pm

ORE62
MP 10 to 13

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane , Shoulder (Eastbound) 1 Lane , Shoulder
Comments: Road construction is occurring, use caution. Intermittent traffic control with flaggers for utility work. This is in preparation for highway improvement project later this summer.
Updated: 06/17/2013 12:49 pm

ORE62
MP 10.09 to 12.99

Informational only; Commercial Vehicle Information
Details: OR62 MP 10.0 to MP 13.5 EB & WB (Eagle Point) Effective June 26, 2013, this section of OR62 will be restricted to 12 feet 00 in. in width. Estimated date of completion is October 18, 2013.
Updated: 06/19/2013 10:00 am

ORE62
MP 86.63

CR LAKE NATL PARK; Weather Warning
Weather Condition: Snow Flurries
Pavement Condition: Slush, Snow Pack Breaking Up
Commercial Restrictions:
Chain Restrictions: Carry Chains or Traction Tires
Current Temp: 30 F
High Temp:
Low Temp:
Precipitation:
New Snow: 1 in.; Roadside Snow: 1 in.
Comments: North entrance is open. West rim is open. Road to Rim is open.
Last Updated: 06/19/2013 08:41 am

ORE99
MP 17.02

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 2 Lanes (Southbound) 2 Lanes
Comments: Expect intermittent lane closures and traffic control at the South Valley View intersection, for signal work.
Updated: 06/17/2013 12:49 pm

ORE140
MP 32

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 1 Lane
Comments: Road maintenance operations are occurring, use caution. Traffic control with flaggers.
Updated: 06/19/2013 07:48 am

ORE234
MP .04

Informational only; Commercial Vehicle Information
Details: OR234 MP 0.04 - Rogue River Bridge - Gold Hill OR234 Rogue River Bridge at MP 0.04 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: 06/19/2013 10:00 am

ORE238
MP 35

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Road construction is occurring, use caution. Watch for flaggers and equipment in the area. This is a project for safety improvements to the intersection at Bybee Corner and Hwy 238 intersection. Work is expected to last one month.
Updated: 06/17/2013 12:44 pm

ORE255
MP 338

Informational only; Crash/Hazard
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Carpenterville Highway is closed at milepost 338 to thru traffic.
Last Updated: 05/30/2013 11:01 am

ORE255
MP 345

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: The road surface has collapsed, use caution. Expect traffic control with flaggers as crews repair roadway.
Last Updated: 06/17/2013 10:25 am

ORE422
MP 5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Traffic is on the detour bridge, with a temporary traffic signal. This bridge is in Chiloquin; the Williamson River bridge. Use caution.
Updated: 06/17/2013 12:15 pm

US97
MP 210 to 213

Informational only; Maintenance Work
Lanes Affected: (Northbound) , Shoulder (Southbound) , Shoulder
Comments: Road maintenance operations are occurring, use caution.
Updated: 06/19/2013 07:23 am

US101
MP 335.5

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: The road surface has collapsed, use caution. The NB slow lane is closed.
Last Updated: 05/30/2013 11:00 am

US101
MP 336.1

Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Southbound) 1 Lane
Comments: The road surface has collapsed, use caution. The SB slow lane is closed, watch for barricades and signs.
Last Updated: 05/30/2013 11:00 am

US101
MP 339.1 to 339.71

Informational only; Commercial Vehicle Information
Details: US101 MP 339.02 to MP 339.50 NB & SB Effective December 12, 2012, this section of US101 will be restricted to 17 feet 00 in. in height. Estimated date of completion is December 30, 2013.
Updated: 06/19/2013 10:00 am

US101
MP 339.2 to 340

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane (Southbound) 1 Lane
Comments: Intermittent traffic control with flaggers for work on the Pistol River Bridge. There is a temporary traffic signal in place, expect delays. The temporary signal is the contractor's responsibility.
Updated: 06/17/2013 12:35 pm

US101
MP 339.71 to 339.1

Informational only; Commercial Vehicle Information
Details: US101 MP 339.02 to MP 339.50 NB & SB Effective December 26, 2012, this section of US101 will be restricted to 16 feet 00 in. in width. Estimated date of completion is June 16, 2013.
Updated: 06/19/2013 10:00 am

US199
MP .79

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 2 Lanes , Shoulder (Southbound) 2 Lanes
Comments: There will be night work as crews continue with finish work. All lanes are open 7 AM to 7 PM, as work continues on shoulders. The traffic signal at the fairgrounds has been removed. Traffic from the Fairgrounds and Fairgrounds Rd. can make right turns and U-turns at either Ringuette or Redwood Ave. This safety project also makes pedestrian improvements on the north side of US 199, and repaves the highway in the project area.
Updated: 06/17/2013 12:44 pm

US199
MP 6.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane , Shoulder (Southbound) 1 Lane , Shoulder
Comments: Expect intermittent, weeknight, lane and shoulder closures for work on the Applegate River Bridge. Watch for workers and equipment on the shoulder of the highway on US 199 and Riverbanks Road.
Updated: 06/17/2013 12:43 pm

US199
MP 6.97

Informational only; Commercial Vehicle Information
Details: US199 MP 7.0 Applegate River Bridge MP 7.0 Applegate River Bridge (7 miles west of Grants Pass) 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: 06/19/2013 10:00 am