Road Conditions by Route
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 slowdowns, with pilot cars, both directions on I-5. There are intermittent NB and SB lane closures throughout the work zone. The rolling slowdowns are scheduled to last through May. 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: 05/20/2013 09:43 am
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: 05/23/2013 7:00 pm
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: 05/23/2013 7:00 pm
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: 05/23/2013 7:00 pm
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: 05/23/2013 7:00 pm
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: 05/23/2013 7:00 pm
I-5 MP 105.41 to 106.51	Informational only; Commercial Vehicle Information Details: I-5 MP 105.00 to MP 106.51 NB (Myrtle Creek) Effective June 13, 2013, this section of I-5 northbound will be restricted to 16 feet 00 in. in width between the hours of 8 PM & 2 AM. Estimated date of completion is June 14, 2013. Updated: 05/23/2013 7:00 pm
I-5 MP 106.51	Informational only; Commercial Vehicle Information Details: I-5 NB Exit 106 off-ramp to Weaver Rd (Myrtle Creek) Effective June 13, 2013, the ramp from I-5 northbound Exit 106 to Weaver Rd will be closed between the hours of 8 PM & 2 AM. Estimated date of completion iss June 14, 2013. Updated: 05/23/2013 7:00 pm
ORE39 MP -.14 to .15	Estimated delay under 20 minutes; Construction Work Comments: Road construction is occurring, use caution. Updated: 05/20/2013 11:01 am
ORE99 MP 17.02	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 2 Lanes (Southbound) 2 Lanes Comments: Road construction is occurring, use caution. Expect intermittent lane closures and traffic control at the South Valley View intersection. Updated: 05/20/2013 10:24 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: 05/23/2013 7:00 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: 05/15/2013 11:06 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: 05/20/2013 09:41 am
ORE422 MP 5	Estimated delay under 20 minutes; Construction Work Comments: Traffic is on the detour bridge, with a temporary traffic signal. This bridge is in Chiloquin; the Williamson River bridge. Use caution. Updated: 05/20/2013 09:33 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: 05/16/2013 11:01 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: 05/16/2013 11:02 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: 05/23/2013 7:00 pm
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: 05/20/2013 09:39 am
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: 05/23/2013 7:00 pm
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: 05/22/2013 11:31 am
US199 MP 6.9	Estimated delay under 20 minutes; Construction Work Lanes Affected: (Northbound) 1 Lane , Shoulder (Southbound) 1 Lane , Shoulder Comments: Expect intermittent 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: 05/20/2013 10:23 am
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: 05/23/2013 7:00 pm
US97B MP -5.21	No to Minimum Delay; Crash/Hazard Lanes Affected: (Westbound) , Shoulder Comments: Shoulder of HWY has washed away due to high water. This is causing no to minimum delays, use caution. Last Updated: 05/20/2013 10:31 am