State of Oregon Road Conditions

99
MP 1.05

Informational only; Commercial Vehicle Information
Details: OR99E SB Union Av. Viaduct OR99E SB Union Av. Viaduct at MP1.05 under City of Portland jurisdiction on MLK Blvd is restricted to single vehicles only and legal axle weights with a maximum GVW of 50,000 lbs.
Updated: 07/25/2008 10:00 am

I-5
MP 301.911

Informational only; Commercial Vehicle Information
Details: I-5 SB Ramp to I-84 EB Effective August 3, 2008 the ramp from I-5 SB to I-84 EB will be closed between the hours of 4 AM and 9 AM for one morning only. All traffic will need to detour using I-5 SB; I-405 SB; I-5 NB to I-84 EB.
Updated: 07/25/2008 10:00 am

I-5
MP 302.74

Informational only; Commercial Vehicle Information
Details: I-5 NB ramp to I-405 SB Effective August 15, 2008 the ramp from I-5 NB to I-405 SB will be closed to all traffic beginning at 10 PM until August 17, 2008 at 5 AM. Traffic will need to detour using I-5 NB to I-405 NB.
Updated: 07/25/2008 10:00 am

I-5
MP 303.81 to 303.47

Informational only; Commercial Vehicle Information
Details: I-5 SB Ramp to I-405 SB & Going St on ramp to I-5 SB Effective August 15, 2008 the I-5 SB ramp to I-405 SB will be closed to all traffic Friday August 15, 2008 beginning at 10 PM until Saturday August 16, 2008 at 5 AM. From Saturday August 16, 2008 at 5 AM until August 16, 2008 at 10 PM there will be one lane open which will accommodate loads up to 19 feet 00 in. in width. From Saturday August 16, 2008 at 10 PM until Sunday August 17, 2008 at 5 AM the ramp will be closed to all traffic. In addition beginning August 15, 2008 at 10 PM the on-ramp from Going st to I-5 SB will be closed until Sunday August 17, 2008 at 5 AM.
Updated: 07/25/2008 10:00 am

I-5
MP 305.44 to 306.7

Informational only; Commercial Vehicle Information
Details: I-5 MP 305.44 to MP 306.70 NB & SB Effective April 20, 2008 this section of I-5 will be restricted to 14 ft. 00 in. in width between the hours of 11 PM and 5 AM. In addition the height will be restricted to 15 ft 11 in. SB & 15 ft. 08 in. NB. 24 hours per day. Estimated date of completion is October 31, 2010.
Updated: 07/25/2008 10:00 am

I-5
MP 305.48 to 306.7

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect intermittent flagging on the Columbia Boulevard and Victory Boulevard ramps. Lane closures on Schmeer Road for bridge work. A contractor is working on a project to widen I-5 between Victory Boulevard and Lombard Street. This 1.2-mile project includes adding a third lane to southbound I-5, constructing a new southbound entrance ramp bridge at Columbia Boulevard, widening bridges and adding shoulders to northbound I-5. Lane closures on I-5 will only take place during nighttime hours, generally from 11 p.m. to 5 a.m. The contractor plans to continue pile driving and electrical work around the Columbia Slough Bridge area and on Schmeer Road Monday, July 21, through Saturday, July 26. Intermittent lane closures with flagging operations on Schmeer Road will be required for this work during daytime hours, 7 a.m. to 5 p.m. South of the Columbia Slough, the contractor plans rebar installation, bent pouring and shaft drilling. Other work scheduled during the week includes embankment and water quality swale construction on the I-5 Columbia Boulevard on- and off-ramps. This work will require intermittent lane closures and flagging operations on the Columbia Boulevard southbound on-ramp during daytime hours. The contractor plans to work Tuesday night, July 22, on the Columbia Boulevard on-ramp to southbound I-5. Motorists should expect flagging operations and short delays during this work, which will take place from 9 p.m. Tuesday to 5 a.m. Wednesday. There are no nighttime lane closures currently scheduled on I-5 during the week. If lane closures are required, they will take place from 11 p.m. to 5 a.m. Please note that work zone speed limits will be enforced by enhanced police traffic patrols in the area. Click the link below for more information:
Updated: 07/18/2008 3:39 pm

I-5
MP 305.93

Informational only; Commercial Vehicle Information
Details: I-5 MP 305.93 SB on ramp from Columbia Blvd Effective May 21, 2008 the SB on ramp from Columbia blvd will be restricted to 18 ft. 00 in. in width. Estimated date of completion is July 1, 2009.
Updated: 07/25/2008 10:00 am

I-5
MP 306.7 to 305.44

Informational only; Commercial Vehicle Information
Details: I-5 MP 305.44 to MP 306.70 NB & SB Effective April 21, 2008 this section of I-5 will be restricted to 14 ft. 00 in. in width between the hours of 11 PM to 5 AM. In addition the height will be restricted to 15 ft 11 in. SB & 15 ft. 08 in. NB. 24 hours per day. Estimated date of completion is October 31, 2010.
Updated: 07/25/2008 10:00 am

I-84
MP 0

Informational only; Commercial Vehicle Information
Details: I-84 MP 1.00 to MP 0.00 Effective July 18, 2008 between the hours of 10 PM and 8 AM the I-84 WB ramp to I-5 NB will be closed for one night only. There will be a signed detour route in place to use I-5 SB to I-405 NB to I-5 NB.
Updated: 07/25/2008 10:00 am

I-84
MP 4.95

Informational only; Commercial Vehicle Information
Details: I-84 MP 4.95 On Ramp from Halsey st. Effective August 8, 2008 between the hours of 9 PM and 8 AM the on ramp from Halsey St. to I-84 WB will be closed for one night only. There will be a signed detour route in place for loads traveling WB on Halsey to access I-84 VIA: NE 39th Ave to NE Sandy Blvd.
Updated: 07/25/2008 10:00 am

I-84
MP 7.3 to 17.7

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Expect work along I-205, I-84 and the multi-use path for a project to install nine traffic cameras and message signs on the freeway. A contractor is working on a project to install nine traffic cameras on Interstate 84 between Interstate 205 and Troutdale, and two permanent variable message signs on Interstate 205. The contractor plans to work along the I-84 multi-use path from 132nd Avenue to 148th Avenue, Monday, July 14, to Friday, July 18. Some sections of the path will be completely closed during this period. Detour signs will direct multi-use path users around the closure. Right shoulder closures will take place for equipment installation on both directions of I-84 in the project area. This work will take place during daytime work hours of 7 a.m. to 5 p.m. Also, the right shoulder of southbound I-205, and the center median of northbound I-205 will be closed at Airport Way during daytime work hours; and the right shoulder of southbound I-205.
Updated: 07/18/2008 3:38 pm

I-84
MP 7.36

Informational only; Commercial Vehicle Information
Details: I-84 WB Ramps to I-205 NB & SB Effective July 25, 2008 the ramps from I-84 WB to I-205 NB & SB will be closed between the hours of 9:30 PM and 5:30 AM July 26, 2008. There will be a signed detour route in place authorizing 181st to US30/Sandy Blvd to I-205. Oversize loads up to 12 feet in width and triples are allowed. If this scheduled work is not completed on time work will begin again on August 1, 2008 at 9:30 PM ending at 5 AM August 2, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 17.68

Informational only; Commercial Vehicle Information
Details: I-84 MP 17.68 WB (Sandy River Bridge) I-84 MP 17.68 WB only Sandy River Bridge is restricted to STP's beyond Wt. Table 5.
Updated: 07/25/2008 10:00 am

I-84
MP 35.14

Informational only; Commercial Vehicle Information
Details: I-84 MP 34.12 to MP 35.12 EB Effective August 7, 2008 this section of I-84 will be restricted to 12 feet 00 in. in width between the hours of 10 PM and 5 AM for one night only.
Updated: 07/25/2008 10:00 am

I-84
MP 38.98 to 40.42

Informational only; Commercial Vehicle Information
Details: I-84 MP 39.75 to MP 40.82 EB Effective July 24, 2008 this section of I-84 is restricted to 16 feet 00 in. in width between the hours of 10 PM and 4 AM. Estimated date of completion is July 26, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 41.51

Informational only; Commercial Vehicle Information
Details: I-84 MP 41.55 EB Effective July 28, 2008 this section of I-84 is restricted to 12 feet 00 in. in width between the hours of 10 PM and 5 AM. Estimated date of completion is August 1, 2008.
Updated: 07/25/2008 10:00 am

I-205
MP 0 to 8.8

Estimated delay under 20 minutes; Construction Work
Comments: There may be shoulder closures on I-205 for landscaping work in the project area. Work is substantially complete on a project that paved both directions of Interstate 205 between the Interstate 5 interchange and the Abernethy Bridge in Oregon City. The project also added an auxiliary lane in each direction of I-205 between I-5 and Stafford Road. Other improvements included new guardrail, drainage and striping. The contractor may impact I-205 shoulders for landscaping during weekday work hours. Click below for more information.
Updated: 07/18/2008 3:40 pm

I-205
MP 14.58 to 19.61

Informational only; Information
Comments: The I-205 bike/ped path is closed between Clackamas Town Center and Division Street due to TriMet's light-rail project. Due to TriMet's light rail construction along I-205, the multi-use path is closed to thru traffic between SE Caruthers Street, just north of SE Division Street, and SE Sunnyside Road adjacent to Clackamas Town Center. The path is expected to reopen, with improvements, early in 2009. An alternative route that parallels I-205 is available for pedestrians, cyclists and people using mobility devices. To learn more about the bike path detour, click on the TriMet link below
Last Updated: 05/23/2008 1:36 pm

I-205
MP 24.75

Informational only; Information
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Beginning July 24, expect lane closures on ramp from I-205 south to Airport Way near PDX. Port of Portland will begin construction Thursday, July 24, to add an additional right-hand turn lane to the I-205 southbound off ramp onto Northeast Airport Way near Portland International Airport. During construction through late November, motorists should expect some lane restrictions and minor delays. Motorists are encouraged to drive cautiously, adhere to posted speed limits and watch for flaggers and directional signs. Motorcyclists should exercise extra caution because of rough roadway surfaces at times.
Last Updated: 07/22/2008 09:02 am

I-405
MP 4.2 to 3.57

Informational only; Commercial Vehicle Information
Details: I-405 SB (Top Deck Of the Freemont Bridge) & Kerby St on ramp Effective August 15, 2008 the I-405 Freemont Bridge SB will be closed to all traffic beginning at 10 PM until Saturday August 16, 2008 at 5 AM. From Saturday August 16, 2008 at 5 AM until August 16, 2008 at 10 PM there will be one lane open which will accommodate loads up to 19 feet 00 in. in width. From Saturday August 16, 2008 at 10 PM until Sunday August 17, 2008 at 5 AM the bridge will be closed to all traffic. In addition the ramp from Kerby St will be closed from August 15, 2008 at 10 PM until Sunday August 17, 2008 at 5 AM.
Updated: 07/25/2008 10:00 am

ORE18
MP .04 to 40.34

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Night time paving project has the highway restricted to one lane, start time is 7PM estimated ending time is 7AM. Please drive cautiously Work from MP -0.41 to 0.7 to commence in April. Remainder of paving and other work to be done between MP 27.22 and 40.34.
Updated: 07/18/2008 1:50 pm

ORE18
MP 5.51

Informational only; Commercial Vehicle Information
Details: OR18 Business MP 5.23 to 5.51 EB & WB (At Rock Creek RD) Effective August 1, 2008 beginning at 5 PM this section of OR18 Business is closed at Rock Creek RD. Loads coming out of and delivering to the lumber yard can access the yard directly from OR18 Business EB (coming from Willamina). Estimated date of completion is August 4, 2008 at 6 AM.
Updated: 07/25/2008 10:00 am

ORE18
MP 23.82 to 26.28

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Modernization Project: 2 lane, 2 way traffic periodically interrupted by intermittent traffic reduced to one lane by flaggers Mon 6:00am to Fri 6:00am Grading, drainage, structures, signing, illumination and roadside development project.
Updated: 07/18/2008 2:22 pm

ORE18
MP 51.57

Informational only; Commercial Vehicle Information
Details: OR18 MP 51.57 Yamhill River near Dayton MP 51.57 Yamhill River Bridge near Dayton 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: 07/25/2008 10:00 am

ORE22
MP 5.92

Informational only; Commercial Vehicle Information
Details: OR22 MP 5 to MP 6 EB (Hwy #162) at 72nd Ave Effective July 28, 2008 this section of OR22 EB will be restricted to 13 feet 00 in. in width between the hours of 9 AM and 4 PM. Estimated date of completion is July 31, 2008.
Updated: 07/25/2008 10:00 am

ORE22
MP 10.49

Informational only; Commercial Vehicle Information
Details: OR22 MP 10.49 Louie Creek OR22 Louie Creek Bridge at MP10.49 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle; Weight Table 3 only.
Updated: 07/25/2008 10:00 am

ORE22
MP 10.66

Informational only; Commercial Vehicle Information
Details: OR22 MP 10.66 Louie Creek OR22 Louie Creek Bridge at MP10.66 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle; Weight Table 3 only.
Updated: 07/25/2008 10:00 am

ORE22
MP 11.83 to 14.08

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Motorists should expect daytime delays on Cascade Hwy due to a two-way, one-lane, flagger controlled traffic configuration.
Updated: 07/18/2008 2:22 pm

ORE22
MP 13.33

Informational only; Commercial Vehicle Information
Details: OR22 MP 13.33 WB Ramps (Cascade Hwy) Effective June 2, 2008 the WB off ramp from OR22 to Cascade Hwy and the WB on ramp from Cascade Hwy to OR22 will be closed. In addition Cascade Hwy will be restricted 12 ft. 00 in. in width crossing under OR22. There will be a signed detour route in place consisting of Fern Ridge, Shaff, and Golf Club Rd. Estimated date of completion is July 31, 2010.
Updated: 07/25/2008 10:00 am

ORE22
MP 30.03

Informational only; Commercial Vehicle Information
Details: OR22 Mill City Bridge (not on main OR22) Bridge actually on conn 1g2ay 1c30.29 MP C30.29 - 1st Street crossing over the Santiam River is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE53
MP .11

Informational only; Commercial Vehicle Information
Details: OR53 MP 0.11 North Fork Necanicum OR53 North Fork Necanicum Creek Bridge at MP0.11 is restricted to 20,000 lbs. single axle, 40,000 lbs tandem axle; Weight Table 3.
Updated: 07/25/2008 10:00 am

ORE53
MP 5.981

Informational only; Commercial Vehicle Information
Details: OR53 MP 5.98 Jack Horner Creek OR53 Jack Horner Creek Bridge at MP5.98 is restricted to 20,000 lbs. single axle, 40,000 lbs tandem axle; Weight Table 3.
Updated: 07/25/2008 10:00 am

ORE99
MP 1 to 1.49

Informational only; Commercial Vehicle Information
Details: OR99E SB MP 0.90 to MP 1.50 (MLK/Union Ave Viaduct) Effective April 17, 2007, this section of OR99E in SE Portland will be restricted to a maximum of 21 ft. 00 in. in width across two traffic lanes. The bridge is restricted to less than 80,000 lbs. (see bridge list). Estimated date of completion is April, 2010.
Updated: 07/25/2008 10:00 am

ORE99
MP 12.2

Informational only; Commercial Vehicle Information
Details: OR99W SB MP 12.20 Tualatin River Bridge MP 12.20 Tualatin River Bridge in King City is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2.
Updated: 07/25/2008 10:00 am

ORE130
MP 3.23

Informational only; Commercial Vehicle Information
Details: OR130 MP 3.23 Panther Creek MP 3.23 Panther Creek 3.23 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE130
MP 3.6

Informational only; Commercial Vehicle Information
Details: OR130 MP 3.60 Squaw Creek MP 3.60 Squaw Creek 3.60 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE130
MP 3.82

Informational only; Commercial Vehicle Information
Details: OR130 MP 3.82 Austin Creek MP 3.82 Austin Creek 3.82 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE130
MP 4.15

Informational only; Commercial Vehicle Information
Details: OR130 MP 4.15 Little Nestucca MP 4.15 Little Nestucca River 4.15 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE130
MP 4.76

Informational only; Commercial Vehicle Information
Details: OR130 MP 4.76 Bear Creek MP 4.76 Bear Creek 4.76 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE153
MP 5.88

Informational only; Commercial Vehicle Information
Details: OR153 MP 5.88 Bellvue-Hopewell Hwy OR153 MP 5.88 Salt Creek Bridge (Ash Swale) just west of Amity is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, Wt. Table 3
Updated: 07/25/2008 10:00 am

ORE202
MP 43.7

Informational only; Commercial Vehicle Information
Details: OR202 MP 43.70 Banzer Bridge MP 43.70 Banzer Bridge 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. Vehicles exceeding these weights may cross the bridge if they hug the centerline, do not exceed 25 MPH and are the only vehicle on the bridge. Certified flaggers are required to stop traffic
Updated: 07/25/2008 10:00 am

ORE213
MP 4.29 to 6

Estimated delay under 20 minutes; Construction Work
Comments: The contractor plans to close a lane during daytime and nighttime work hours. Flaggers will control traffic during the closures. A contractor is working on a safety project on Highway 213 in Oregon City that includes adding a two-way turn lane from S. Conway Drive to S. Henrici Road. The highway also will be repaved from S. Henrici Road to S. Monte Carlo Way. The contractor plans to install concrete sidewalks, guardrail and excavate in the project area during daytime work hours. This work will require intermittent lane closures with flaggers controlling both directions of traffic during work hours of 9 a.m. to 3 p.m., Monday, July 21, through Saturday, July 26. Paving and striping is scheduled to take place during nighttime work hours Monday, July 21, to Saturday, July 26, 7:30 p.m. to 5:30 a.m. each evening. Flaggers will control both directions of traffic in the work area during paving. Motorists should expect delays and watch for truck traffic entering and exiting the work zone when construction work is taking place. Speed limits are being strictly enforced. Click the link below for more information.
Updated: 07/18/2008 3:42 pm

ORE213
MP 7.7 to 10.75

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect shoulder closures in the work area for the week of July 21-25. A contractor has started work on a paving project on Highway 213 in the Mulino area from Carus Road to Graves Road. The contractor plans to remove obstructions along the shoulders of Highway 213 north and south, and prepare an equipment parking area on the southbound shoulder of Highway 213 approximately 1.25 miles south of Carus Road. Only shoulder closures in the project area are expected for this work Monday, July 21, to Friday, July 25. In general, lane closures in both directions of Highway 213 are allowed during weekday daytime hours of 9 a.m. to 3 p.m.; nighttime hours of 7 p.m. to 5:30 a.m.; and weekend hours of 6 p.m. to 9 a.m. Flaggers will help direct traffic through the work area when necessary during lane closures. Click the link below for more information.
Updated: 07/18/2008 3:44 pm

ORE213
MP 13.78 to 15.71

Informational only; Commercial Vehicle Information
Details: OR213 MP 13.85 to MP 15.08 NB & SB (South of Mulino) Effective August 4, 2007 this section of OR213 will be closed. There will be an authorized detour route in place using Union Mills Rd to OR211. Estimated date of completion is October 4, 2008.
Updated: 07/25/2008 10:00 am

ORE213
MP 13.85 to 15.08

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect daytime intermittent lane closures on Highway 213 just north of Molalla for clearing, ditch, utility and drainage work. A contractor is working on a safety project to widen Highway 213 from Molalla Avenue to Barnards Road. The project includes adding a left turn lane at Barnards Road and wider shoulders throughout the area. The contractor will continue clearing, drainage, ditch and utility work Monday, July 21, to Friday, July 25. This work requires lane closures on Highway 213 and Vick Road, 8 a.m. to 4 p.m. daily. Flaggers will control traffic during lane closures on Highway 213 and Barnards Road. Click the link below for more information.
Updated: 07/18/2008 3:42 pm

ORE213
MP 15.71 to 13.78

Informational only; Commercial Vehicle Information
Details: OR213 MP 13.85 to MP 15.08 NB & SB (South of Mulino) Effective August 4, 2007 this section of OR213 will be closed. There will be an authorized detour route in place using Union Mills Rd to OR211. Estimated date of completion is October 4, 2008.
Updated: 07/25/2008 10:00 am

ORE219
MP 5.08 to 6.06

Informational only; Commercial Vehicle Information
Details: OR219 MP 5 to MP 6 NB & SB Effective June 9, 2008 this section of OR219 will be restricted to 14 feet 00 in. in width between the hours of 7 AM and 4 PM. Estimated date of completion is June 27, 2008.
Updated: 07/25/2008 10:00 am

ORE219
MP 6.06 to 5.08

Informational only; Commercial Vehicle Information
Details: OR219 MP 5 to MP 6 NB & SB Effective June 9, 2008 this section of OR219 will be restricted to 14 feet 00 in. in width between the hours of 7 AM and 4 PM. Estimated date of completion is June 27, 2008.
Updated: 07/25/2008 10:00 am

ORE219
MP 23.46

Informational only; Commercial Vehicle Information
Details: OR219 MP 23.46 Willamette River near Newberg MP 23.46 Willamette River Bridge near Newberg 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: 07/25/2008 10:00 am

ORE223
MP 3

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Signal improvement work at the intersection of Washington St. and Main St. Motorists should be cautious of daytime construction activities. Some street side parking stalls will be closed to accommodate the equipment and work activities.
Updated: 07/18/2008 2:21 pm

ORE224
MP 49.97

Informational only; Information
Comments: ORE 224 becomes Forest Service Road 46 at the Ripplebrook Ranger Station. For road conditions beyond this point, see the Forest Service web site.
Last Updated: 06/17/2008 06:41 am

ORE233
MP 0

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments:
Updated: 05/29/2008 2:57 pm

ORE99E
MP .89 to 1.69

Estimated delay under 20 minutes; Construction Work
Comments: Expect closures with detours under the Highway 99E viaducts for bridge work. Work is under way on a project to replace the Martin Luther King, Jr. Boulevard and Grand Avenue viaducts on Highway 99E. Normal daytime work hours are 7 a.m. to 3:30 p.m. The contractor will continue working on construction of bridge footings and columns for the new southbound Highway 99E (MLK Jr. Boulevard) bridge structure from Monday, July 21, to Friday, July 25. Foundation construction will require intermittent one-way traffic controlled by flaggers on Division Street between SE 3rd Avenue and SE 7th Avenue, 7 a.m. to 5 p.m. daily. Pile driving for the new southbound Highway 99E viaduct (MLK Jr. Boulevard) structure will require the closure of Division Place under the viaduct Monday, July 21, to Friday, July 25. Traffic will be detoured to Caruthers Street during the Division Place closure. The contractor has closed the ramp connecting westbound Division Street to northbound Highway 99E (Grand Avenue). This ramp is scheduled to be closed until 2010 to allow crews to remove the existing northbound viaduct and build a new structure. During the ramp closure, motorists will be directed to take Division Street to northbound 7th Avenue to westbound Clay Street to northbound Highway 99E (Grand Avenue). Please be alert to enhanced police traffic patrols in the work area. Click the link below for more information.
Updated: 07/18/2008 3:40 pm

ORE99E
MP 5.97 to 9.19

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect lane closures on Highway 99E for daytime and nighttime work during the week. Work is under way on a project to improve Highway 99E (McLoughlin Boulevard) from the Kellogg Creek Bridge in Milwaukie to Roethe Road north of Gladstone. The project includes repaving the highway, adding a new traffic signal and intersection improvements at River Road, and drainage and safety enhancements. Daytime lane closures are allowed from 7:30 a.m. to 3 p.m. on southbound Highway 99E and from 9 a.m. to 4 p.m. on northbound Highway 99E. Grinding and paving is taking place nightly on Highway 99E starting at the north end of the project and heading south. Motorists should expect nighttime lane closures and flaggers assisting in the signalized intersections 7 p.m. to 5 a.m. for the next several weeks. This work is weather dependent. Please watch for grooved pavement and vertical edges on Highway 99E during this paving work. Work will continue on widening, curb and sidewalk placement, sign installation, and guardrail work on both directions of Highway 99E throughout the project area. There will be right lane closures during daytime work hours to complete this work. The contractor will continue with signal installation work at River Road and Highway 99E during daytime work hours. This work will mainly take place off the roadway or on the shoulder. However, there will be occasional right lane closures on Highway 99E for this work. Click on the link below for more information.
Updated: 07/18/2008 3:41 pm

ORE99E
MP 11.3 to 12.2

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Expect intermittent lane closures in both directions for this project on McLoughlin Boulevard in Oregon City. Weekend work also expected. A contractor for Oregon City and ODOT is working on a project on McLoughlin Boulevard (Highway 99E) between 10th Street and Dunes Drive. The project includes paving, new signals, I-205 ramp modifications and pedestrian walkway upgrades, among other improvements. Motorists should expect alternating right and left lane closures on both directions of Highway 99E in the project area. Flaggers will direct traffic when necessary. Daytime work hours are 7 a.m. to 5 p.m.; nighttime work will take place from 7 p.m. to 5 a.m. The two northbound lanes on 99E from 12th Street to 14th Street will be reconstructed during this weekend: Starting at 7:00pm on Friday, July 11 through 5:00am on Monday, July 14, the following closures will be in effect: -- On 99E between 12th St and 14th St there will only be one lane of traffic northbound and one lane of traffic southbound. -- There will be no access between the following local streets and 99E, the road access to 99E will be CLOSED at 12th St, 13th, and 14th St -- There will be no left turn movements from 99E to 13th St and 14th southbound. -- 10th St and 15th St are not effected by the construction and will have all the traffic movements that are currently allowed. -- The traffic signal at 10th St will be completely operational in all directions that currently exist. -- The traffic signal at 14th St will be turned off and flaggers will control taffic through this area.
Updated: 07/08/2008 09:38 am

ORE99E
MP 24.5 to 25

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Southbound) 1 Lane
Comments: Crews will have the right lane closed with flaggers controlling traffic for road work.
Updated: 07/25/2008 09:21 am

ORE99W
MP 21.36 to 22.4

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Intermittent traffic reduced to one lane by flaggers Sunday pm to Friday at 3:00 pm. Highway widening, paving, signs and signal with new Springbrook Rd. and Wilsonville Rd. access and alignment.
Updated: 07/18/2008 2:22 pm

ORE99W
MP 21.36 to 22.4

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Intermittent traffic reduced to one land by flaggers Sun. pm - Fri.@3 pm. Highway widening
Updated: 03/13/2008 3:27 pm

US20
MP 14.68 to 27.75

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes , Shoulder (Eastbound) 2 Lanes , Shoulder
Comments: Earth moving along the highway will be ongoing and will not impact traffic using the existing highway.
Updated: 07/18/2008 09:37 am

US20
MP 23.38

Informational only; Commercial Vehicle Information
Details: US20 (Corvallis-Newport Hwy) MP 23.38 Effective May 19, 2006 at MP 23.38 Yaquina River Bridge near Eddyville 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. 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: 07/25/2008 10:00 am

US26
MP 2.24

Informational only; Commercial Vehicle Information
Details: US26 MP 2.24 Volmer Creek US26 Volmer Creek Bridge at MP2.24 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle; Weight Table 3 only.
Updated: 07/25/2008 10:00 am

US26
MP 3.26

Informational only; Commercial Vehicle Information
Details: US26 MP 3.26 Johnson Creek US26 Johnson Creek Bridge at MP3.26 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle; Weight Table 3 only.
Updated: 07/25/2008 10:00 am

US26
MP 37.26 to 42.25

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: There may be intermittent lane closures in both directions of the Mt. Hood Highway during weekdays. A contractor has started work on a safety project to add a left-turn lane on U.S. 26 from Wildwood to Wemme near Welches. The project also will repave Mt. Hood Highway between the Salmon River Bridge and E. Lolo Pass Road. The contractor plans to remove weeds, install erosion control devices and remove rumble strips Monday, July 21, through Friday, July 25, during work hours of 6 a.m. to 6 p.m. daily. The work will require the intermittent closure of the left lane in both directions of U.S. 26. Motorists are asked to pay extra attention to construction traffic when driving through the work zone on U.S 26. Click on the link below for more information.
Updated: 07/18/2008 4:01 pm

US26
MP 73.53

Informational only; Commercial Vehicle Information
Details: US26 MP 73.00 to MP 73.80 EB & WB (Vista Ridge Tunnel) Effective June 28, 2008 beginning at 9 PM through June 29, 2008, at 5 AM the Vista Ridge Tunnel will be restricted to 10 ft. 00 in. in width for one night only. The height will be restricted to 17 ft. 09 inches in height WB & 17 ft. 10 in. in height EB. In addition beginning July 12, 2008 from 2 AM through July 12, 2008 at 7 AM the tunnel will be restricted to 21 feet. 00 in in width for one night only.
Updated: 07/25/2008 10:00 am

US26
MP 73.56

Informational only; Commercial Vehicle Information
Details: US26 MP 73.00 to MP 73.80 EB & WB (Vista Ridge Tunnel) Effective June 28, 2008 beginning at 9 PM through June 29, 2008, at 5 AM the Vista Ridge Tunnel will be restricted to 10 ft. 00 in. in width for one night only. The height will be restricted to 17 ft. 09 inches in height WB & 17 ft. 10 in. in height EB. In addition beginning July 12, 2008 from 2 AM through July 12, 2008 at 7 AM the tunnel will be restricted to 21 feet. 00 in in width for one night only.
Updated: 07/25/2008 10:00 am

US30
MP .03

Informational only; Commercial Vehicle Information
Details: US30 MP 0.03 Historic Columbia River Highway Historic US30 MP 0.03 Sandy River Bridge is restricted to 30 tons Gross.
Updated: 07/25/2008 10:00 am

US30
MP 13.14

Informational only; Commercial Vehicle Information
Details: US30 MP 13.14 Historic Columbia River Highway Historic US30 MP13.14 Youngs Creek (Shepperds Dell) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Wt. Talbe 1
Updated: 07/25/2008 10:00 am

US30
MP 20.39

Informational only; Commercial Vehicle Information
Details: US30 MP 20.39 Historic Columbia River Highway Historic US30 MP 20.39 Horsetail Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Wt. Talbe 1
Updated: 07/25/2008 10:00 am

US30
MP 48.67

Informational only; Commercial Vehicle Information
Details: US30 OR/WA Border at Rainier (Lewis & Clark Bridge) This bridge belongs to Washington State. Restricted to 21,500 lbs. per axle. No gross weight restriction.
Updated: 07/25/2008 10:00 am

US30
MP 77 to 89

Informational only; Construction Work
Lanes Affected: (Eastbound) Median , All Lanes , Shoulder (Westbound) Median , All Lanes , Shoulder
Comments: Road work. Crews are striping in the area. Please use caution.
Updated: 07/25/2008 08:01 am

US30
MP 92.32 to 92.77

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) Median , All Lanes , Shoulder (Westbound) Median , All Lanes , Shoulder
Comments: Crews will be repairing the bridge impact panels at the John Day River Bridge. Traffic will be controlled by flaggers. Expect minor delays. caution The project is east of Astoria on US 30 and consists of repairing the bridge impact panels at the John Day River Bridge. The scheduled work includes the removal and replacement of guardrail and pavement on the roadway shoulders. This work will involve temporary lane shifts delineated by traffic cones during the day. Traffic will be controlled by flaggers at times. Motorists should use caution and drive carefully. The project is scheduled to be completed by August 29, 2008.
Updated: 06/21/2008 4:08 pm

US101
MP 4.32 to 4.91

Informational only; Commercial Vehicle Information
Details: US101 MP 4.50 to MP 5.31 NB & SB Young's Bay Bridge Effective October 15, 2007 the Young's Bay bridge will have intermittent lane and bridge closures between the hours of 9 PM an 6 AM. There will be a signed detour route in place when the bridge is closed for authorized loads to use US101 Business which will accommodate loads up to 10 ft.00 in in width and legal axle weights up to 105,500 lbs (No heavy haul). Estimated date of completion is March 31, 2009.
Updated: 07/25/2008 10:00 am

US101
MP 4.51 to 5.31

Informational only; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction work will result in closures of the Young's Bay Bridge. During these times travelers must use the detour on US101 Business. The current status is: WEEKNIGHT CLOSURES, SUNDAY THROUGH THURSDAY EVENINGS, 9:00 PM TO 6:00 AM.
Updated: 02/19/2008 05:52 am

US101
MP 4.78

Informational only; Commercial Vehicle Information
Details: US101 Business MP 4.78 (Lewis & Clark Bridge) MP 4.78 Drawbridge crossing Lewis & Clark River (2.5 miles south of Astoria) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW. Weight Table 2
Updated: 07/25/2008 10:00 am

US101
MP 4.91 to 4.32

Informational only; Commercial Vehicle Information
Details: US101 MP 4.50 to MP 5.31 NB & SB Young's Bay Bridge Effective October 15, 2007 the Young's Bay bridge will have intermittent lane and bridge closures between the hours of 9 PM an 6 AM. There will be a signed detour route in place when the bridge is closed for authorized loads to use US101 Business which will accommodate loads up to 10 ft.00 in in width and legal axle weights up to 105,500 lbs (No heavy haul). Estimated date of completion is March 31, 2009.
Updated: 07/25/2008 10:00 am

US101
MP 6.56 to 65.79

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Crews will be replacing and upgrading traffic signals on US101 between Warrenton and Tillamook. Traffic will be controlled by flaggers. This project consists of replacing and upgrading traffic signals on US 101 at its intersection with Harbor St. in Warrenton and at its intersections with 1st, 3rd, and 4th St. in Tillamook. The scheduled work this week includes replacement of concrete sidewalks at 1st, 3rd, and 4th Street in Tillamook and testing of the new signals at Harbor Street in Warrenton. The project is scheduled to be completed by June 30, 2008.
Updated: 06/30/2008 3:01 pm

US101
MP 8

Informational only; Information
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Oregon Coast Highway 101, milepost 8, Home Depot. This project is located south of Warrenton on Hwy 101, Oregon Coast Highway. This project is located south of Warrenton on Hwy 101, Oregon Coast Highway. The project consists of installation of a new access and traffic signals. Minor delays will be caused by dump trucks entering & exiting the roadway removing dirt and debris from the work site. A work zone is setup for traffic control delineated by traffic cones during the day. Signal work will be done at night to lessen the traffic impact on the highway. Motorists should use caution and expect minor delays. This project is scheduled to be completed August 2008.
Last Updated: 06/30/2008 4:00 pm

US101
MP 40.71

Informational only; Commercial Vehicle Information
Details: US101 MP 40.71 Neahkanie Mtn Chasm Effective November 15, 2004 at MP 40.71 Neahkahnie Mountain Chasm Bridge near Manzanita is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW. Weight Table 2 for Divisible loads
Updated: 07/25/2008 10:00 am

US101
MP 47.35 to 47.66

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Crews will be installing a bridge over Jetty Creek two miles north of Rockaway Beach. Expect minor delays. Traffic will be controlled by flaggers. The project consists of installing a bridge over Jetty Creek, reconstructing the streambed channel and removing the existing culvert. The scheduled work includes placing aggregate base, pavement removal, and paving at the new roadway alignment. This work will involve temporary lane shifts delineated by traffic cones during the day. Traffic will be controlled by flaggers at times. Motorists should use caution and drive carefully. The project is scheduled to be completed by November 28, 2008.
Updated: 06/21/2008 4:07 pm

US101
MP 47.48 to 47.66

Informational only; Commercial Vehicle Information
Details: US101 MP 47.35 to MP 47.66 Nb & SB (South of Nehalem) Effective July 1, 2007 this section of US101 will be restricted to 12 ft. 00 in. in width. Speed Zone Reduction will be in effect at 45 MPH Max. Effective date of completion is August 31, 2008.
Updated: 07/25/2008 10:00 am

US101
MP 48.74 to 47.48

Informational only; Commercial Vehicle Information
Details: US101 MP 47.35 to MP 47.66 Nb & SB (South of Nehalem) Effective July 1, 2007 this section of US101 will be restricted to 12 ft. 00 in. in width. Speed Zone Reduction will be in effect at 45 MPH Max. Effective date of completion is August 31, 2008.
Updated: 07/25/2008 10:00 am

US101
MP 68 to 68.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Tillamook County road work at US 101 and Long Prairie Road. Motorists should use caution and drive carefully. Expect minor delays. This is an OTIA II funded Modernization Interesection Improvement project. Crews are adding a northbound deceleration lane from US101 to Long Prairie Road and a left turn lane from Long Prairie Road to US101 south. There is one lane closures up to 20 minutes. This project should be completed by the middle of July.
Updated: 06/23/2008 4:19 pm

US101
MP 133.65

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane , Shoulder (Southbound) 1 Lane , Shoulder
Comments: General bridge construction is ongoing. Delays are not expected.
Updated: 07/18/2008 09:38 am

US101
MP 133.86

Informational only; Commercial Vehicle Information
Details: US101 MP 133.86 (North of Newport) MP 133.86 Spencer Creek Bridge 10 miles South of Depoe Bay 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: 07/25/2008 10:00 am

I-84
MP 38.98 to 40.42

Informational only; Commercial Vehicle Information
Details: I-84 MP 39.75 to MP 40.82 EB Effective July 24, 2008 this section of I-84 is restricted to 16 feet 00 in. in width between the hours of 10 PM and 4 AM. Estimated date of completion is July 26, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 41.51

Informational only; Commercial Vehicle Information
Details: I-84 MP 41.55 EB Effective July 28, 2008 this section of I-84 is restricted to 12 feet 00 in. in width between the hours of 10 PM and 5 AM. Estimated date of completion is August 1, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 63.02 to 64.11

Informational only; Commercial Vehicle Information
Details: I-84 MP 63.15 to MP 64.15 EB Effective August 4, 2008 this section of I-84 will be restricted to 12 feet 00 in. in width between the hours of 10 PM to 5 AM. In addition the on-ramp from 2nd St to I-84 EB will be closed. Traffic will need to detour by entering I-84 WB and reverse direction at Exit 62.
Updated: 07/25/2008 10:00 am

I-84
MP 88.66

Informational only; Commercial Vehicle Information
Details: I-84 MP 88.04 WB Effective August 1, 2008 this section of I-84 is restricted to 16 feet 00 in. in width between the hours of 9:10 PM and 5:25 AM. Estimated date of completion is August 3, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 99.85

Informational only; Commercial Vehicle Information
Details: I-84 MP 100.50 to 99.85 WB Effective August 28, 2008 this section of I-84 will be restricted to 19 feet 00 in. in width between the hours of 8 AM and 2 PM for one day only.
Updated: 07/25/2008 10:00 am

I-84
MP 114.55

Informational only; Commercial Vehicle Information
Details: I-84 MP 115.60 to MP 114.60 WB Effective September 3, 2008 this section of I-84 will be restricted to 17 feet 00 in. in width between the hours of 8 AM and 5 PM. Estimated date of completion is September 4, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 138.53 to 137.92

Informational only; Commercial Vehicle Information
Details: I-84 MP 138.53 to MP 137.92 WB Effective September 2, 2008 this section of I-84 will be restricted to 17 feet 00 in. in width between the hours of 9 AM and 5 PM for one day only.
Updated: 07/25/2008 10:00 am

I-84
MP 207 to 214

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 2 Lanes , Shoulder (Eastbound) 2 Lanes , Shoulder
Comments: Crew working on bridge rail project, please slow down and use caution.
Updated: 07/24/2008 10:44 am

ORE19
MP 105.6

Informational only; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Bridge under construction, lanes will be controlled with automated device. Width restriction of 16 ft. Use caution in workzone.
Updated: 07/24/2008 12:44 pm

ORE35
MP 101.82

Informational only; Commercial Vehicle Information
Details: OR35 OR/WA Border at Hood River OR35 White Salmon Bridge at Hood River is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW; Weight Table 1. Bridge belongs to Port of Hood River.
Updated: 07/25/2008 10:00 am

ORE206
MP 2.92

Informational only; Commercial Vehicle Information
Details: OR206 MP 2.92 Deschutes River MP 2.92 crossing over the Deschutes River (1.2 miles south of I-84) 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
Updated: 07/25/2008 10:00 am

ORE207
MP 11.86

Informational only; Commercial Vehicle Information
Details: OR207 MP 11.86 MP11.86 (5.5 miles south of Hermiston) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW, Wt. Table 2 Divisible Load; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW, Non-divisible Load.
Updated: 07/25/2008 10:00 am

ORE402
MP 12.8 to 13.99

Informational only; Commercial Vehicle Information
Details: OR402 Kimberly-Longcreek Hwy MP 13 to MP 14 EB & WB Effective July 30, 2007 the bridge crossing over the John Day River in Monument will be restricted to 12 ft. 00 in. in width. Estimated date of completion is July 15, 2009.
Updated: 07/25/2008 10:00 am

ORE402
MP 13.9

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Bridge work at location will have alternate lane delays.
Updated: 07/24/2008 2:04 pm

ORE402
MP 13.96

Informational only; Commercial Vehicle Information
Details: OR402 (Kimberly-Longcreek Hwy) MP 13.96 EB & WB Effective July 30, 2007 this bridge will be restricted to 12 ft.00 in. in width. Estimated date of completion is July 15, 2009.
Updated: 07/25/2008 10:00 am

US26
MP 70.4 to 85.25

Informational only; Commercial Vehicle Information
Details: US26 MP 70.85 to MP 85.23 EB & WB (Hwy #053) Effective June 22, 2008 this section of US26 will be restricted to 14 feet 00 in. in width between the hours of 7 PM and 6 AM. Mobile homes with eaves allowed. Loads over 14 feet wide may be accommodated by calling the Region 4 Traffic Operations Center at 541-383-0121. Estimated date of completion is August 21, 2008.
Updated: 07/25/2008 10:00 am

US26
MP 70.85 to 85.23

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Crews paving highway from 7 PM until 6 AM Sunday through Thursday only, use caution in workzone.
Updated: 07/24/2008 10:02 am

US26
MP 85.25 to 70.4

Informational only; Commercial Vehicle Information
Details: US26 MP 70.85 to MP 85.23 EB & WB (Hwy #053) Effective June 22, 2008 this section of US26 will be restricted to 14 feet 00 in. in width between the hours of 7 PM and 6 AM. Mobile homes with eaves allowed. Loads over 14 feet wide may be accommodated by calling the Region 4 Traffic Operations Center at 541-383-0121. Estimated date of completion is August 21, 2008.
Updated: 07/25/2008 10:00 am

US30
MP 30.42

Informational only; Commercial Vehicle Information
Details: US30 Historic Columbia R. Hwy (Bridge of the Gods) US30 Historic Columbia River Hwy at MP30.42 Bridge of the Gods is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW; Weight Table 1. This bridge belongs to the Port of Cascade Locks.
Updated: 07/25/2008 10:00 am

US97
MP -.43

Informational only; Commercial Vehicle Information
Details: US97 OR/WA Border at Biggs Jct (Biggs Rapids-Sam Hill Memorial Bridge) US97 Biggs Rapids-Sam Hill Memorial Bridge at Biggs Jct. is restricted to 20,000 lbs single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW; Weight Table 2.
Updated: 07/25/2008 10:00 am

US97
MP 72

OFF RAMP
Closure; Maintenance Work
Comments: Cow Canyon truck escape ramp will be closed for maintenance work August 5 for possibly a month.
Updated: 07/24/2008 12:17 pm

US97
MP 78.2 to 78.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Ongoing work to replace existing Bridge, traffic control in place, please use caution when traveling through workzone.
Updated: 07/24/2008 2:09 pm

US197
MP 0 to .5

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Crews working on bridge, with traffic controlled by flaggers during daylight hours, use caution when traveling through workzone.
Updated: 07/24/2008 2:05 pm

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: 07/25/2008 10:00 am

US730
MP 167.73

Informational only; Commercial Vehicle Information
Details: US730 MP 168.86 Canal Bridge (east of I-84 jct) Effective January 27, 2004 at MP186.86 Canal Bridge 1/2 mile east of I-84 junction is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW, Wt. Table 2 Divisible Load; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW, Wt. Table 3 Non-Divisible Load.
Updated: 07/25/2008 10:00 am

US730
MP 168.19

Informational only; Commercial Vehicle Information
Details: US730 MP 168.86 Canal Bridge (east of I-84 jct) Effective January 27, 2004 at MP186.86 Canal Bridge 1/2 mile east of I-84 junction is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW, Wt. Table 2 Divisible Load; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW, Wt. Table 3 Non-Divisible Load.
Updated: 07/25/2008 10:00 am

US730
MP 168.86

Informational only; Commercial Vehicle Information
Details: US730 MP 168 to 169 EB & WB (Canal Bridge & Clarke Bridge) Effective August 1, 2008 this section of US730 will be restricted to 10 feet 00 in. in width. Estimated date of completion is November 11, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 207 to 214

Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) 2 Lanes , Shoulder (Eastbound) 2 Lanes , Shoulder
Comments: Crew working on bridge rail project, please slow down and use caution.
Updated: 07/24/2008 10:44 am

I-84
MP 237.93 to 238.38

Informational only; Commercial Vehicle Information
Details: I-84 MP 237 to MP 238 EB & WB Effective June 16, 2008 this section of I-84 is restricted to 17 feet 00 in. in width. Estimated date of completion is September 30, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 237.95

Informational only; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews working on bridge traffic will be reduced to one lane each direction, please slow down and use caution in workzone.
Updated: 07/24/2008 10:49 am

I-84
MP 238.77 to 237.93

Informational only; Commercial Vehicle Information
Details: I-84 MP 237 to MP 238 EB & WB Effective June 16, 2008 this section of I-84 is restricted to 17 feet 00 in. in width. Estimated date of completion is September 30, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 248.5

Informational only; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews working on bridge traffic will be reduced to one lane each direction. Please slow down and use caution in workzone.
Updated: 07/24/2008 10:46 am

I-84
MP 248.54 to 249.26

Informational only; Commercial Vehicle Information
Details: I-84 MP 248 to MP 249 EB & WB Effective June 16, 2008 this section of I-84 will be restricted to 17 feet 00 in. in width. Estimated date of completion is September 30, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 249.15 to 248.54

Informational only; Commercial Vehicle Information
Details: I-84 MP 248 to MP 249 EB & WB Effective June 16, 2008 this section of I-84 will be restricted to 17 feet 00 in. in width. Estimated date of completion is September 30, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 252.83

Informational only; Commercial Vehicle Information
Details: I-84 MP 252 EB & WB (Crossing under OR244 Hilgard Exit) Effective June 16, 2008 this section of I-84 is restricted to 17 feet oo in. in width. Loads over 17 feet 00 in. in width may go up & over at Exit 252. Estimated date of completion is October 31, 2008.
Updated: 07/25/2008 10:00 am

I-84
MP 253.03

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder
Comments: Building new Bridge adjacent to old one. Traffic will be reduced westbound to one lane only. Please use caution in work zone.
Updated: 07/24/2008 11:07 am

I-84
MP 255 to 259.5

Estimated delay under 20 minutes; Information
Lanes Affected: (Westbound) 1 Lane
Comments: The right lane will be closed from April 2nd through October 31st to allow access for the Arch Bridge construction. Speed reduced to 55 mph. The right lane will be closed to allow access for the Perry Arch Bridge construction on Frontage Rd.
Last Updated: 07/01/2008 07:57 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: 07/25/2008 10:00 am

I-84
MP 256.29 to 253.36

Informational only; Commercial Vehicle Information
Details: I-84 MP 256 to MP 254 WB Effective April 1, 2008 this section of I-84 will be restricted to 17 ft. 00 in. in width. Estimated date of completion is October 31, 2008.
Updated: 07/25/2008 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: 07/25/2008 10:00 am

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: 07/25/2008 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: 07/25/2008 10:00 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: 07/25/2008 10:00 am

ORE244
MP 47.01

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder
Comments: Building new bridge adjacent to old one. At times will be reducing westbound traffic to one lane only. Please use caution in workzone.
Updated: 07/24/2008 2:04 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: 07/25/2008 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: 07/25/2008 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: 07/25/2008 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: 07/25/2008 10:00 am

99
MP 12.2

Informational only; Commercial Vehicle Information
Details: Old OR99 (DC388) Old Winchester Bridge (Roseburg) Effective March 14, 2008 the Winchester bridge will be restricted to 8 ft. 06 in. in width between the hours of 7 PM and 7 AM. Estimated date of completion is Arpil 25, 2008.
Updated: 07/25/2008 10:00 am

99
MP 12.21

Informational only; Commercial Vehicle Information
Details: Old OR99 (DC388) Old Winchester Bridge (Roseburg) Old Winchester Bridge on DC388 (Old 99) at MP12.21 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: 07/25/2008 10:00 am

I-5
MP 103 to 110

Informational only; Construction Work
Comments: Watch for intermittent lane closures on I-5, for bridge work. This is to repair bridges in the Myrtle Creek area.
Updated: 07/18/2008 12:40 pm

I-5
MP 106.71

Informational only; Commercial Vehicle Information
Details: I-5 MP 106.71 (crossing under Weaver Rd - DC 41) Effective July 21, 2008 this section of I-5 crossing under Weaver Rd will be restricted to 16 feet 11 in. in height between the hours of 7 AM and 3 PM. Estimated date of completion is July 25, 2008.
Updated: 07/25/2008 10:00 am

I-5
MP 119 to 130

Informational only; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Expect slow lane closures starting Monday, 7/21. Watch for equipment and construction workers.
Updated: 07/18/2008 1:20 pm

I-5
MP 119.18 to 120.03

Informational only; Commercial Vehicle Information
Details: I-5 MP 118 to MP 120 NB & SB Effective July 21, 2008 this section of I-5 is restricted to 16 feet 00 in. in width. In addition I-5 North Bound will be restricted to 15 feet 07 in. in height and I-5 South Bound will be restricted to 16 feet 05 in. in height. Estimated date of completion is September 30, 2008.
Updated: 07/25/2008 10:00 am

I-5
MP 120.03 to 119.18

Informational only; Commercial Vehicle Information
Details: I-5 MP 118 to MP 120 NB & SB Effective July 21, 2008 this section of I-5 is restricted to 16 feet 00 in. in width. In addition I-5 North Bound will be restricted to 15 feet 07 in. in height and I-5 South Bound will be restricted to 16 feet 05 in. in height. Estimated date of completion is September 30, 2008.
Updated: 07/25/2008 10:00 am

I-5
MP 120.57

Informational only; Commercial Vehicle Information
Details: I-5 NB MP 120.57 Shady Bridge MP 120.57 Shady Bridge over the South Umpqua River just south of Roseburg north of exit #120. 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: 07/25/2008 10:00 am

I-5
MP 121.27 to 122.52

Informational only; Construction Work
Lanes Affected: (Northbound) 1 Lane , Shoulder
Comments: Expect slow lane closures from 8 PM to 6 AM, Monday through Thursday nights. Watch for trucks leaving the area. This is for work on the Douglas County Fairgrounds/McLain Ave Multi-Use Path.
Updated: 07/18/2008 12:39 pm

I-5
MP 125

Estimated delay under 20 minutes; Construction Work
Comments: Expect weeknight I-5 lane closures and traffic control on the on and off ramps, at the Garden Valley exit. This is for work on the overpass.
Updated: 07/18/2008 1:17 pm

I-5
MP 125.08

Informational only; Commercial Vehicle Information
Details: I-5 MP 125.08 NB & SB (crossing under Garden Valley Rd) Effective July 21, 2008 this section of I-5 is restricted to 13 feet 6 in. in width from 1/2 hour after sunset to 1/2 hour before sunrise. The height crossing under Garden Valley Rd will be restricted to 16 feet 03 in. North Bound and 16 feet 05 in. South Bound. In addition there will be intermittent on-ramp closures from Garden Valley to I-5 both NB & SB. Traffic will need to use alternate on ramps when closed (Exit 124 SB; and Exit 127 NB. Estimated date of completion is September 15, 2008.
Updated: 07/25/2008 10:00 am

I-5
MP 128.92

Informational only; Commercial Vehicle Information
Details: I-5 NB MP 128.92 Winchester Bridge MP 128.92 Winchester Bridge crossing the Umpqua River north of Roseburg near Winchester. All trucks over 80,000 lbs. GVW must use right lane.
Updated: 07/25/2008 10:00 am

I-5
MP 129.22

Informational only; Commercial Vehicle Information
Details: I-5 MP 129 to MP 130 NB Effective July 28, 2008 through August 12, 2008 this section of I-5 NB beginning 1/2 hour after sunset until 1/2 hour before sunrise will be restricted to 10 feet 00 in. in width. Beginning August 12, 2008 through August 25, 2008 this section of I-5 NB beginning 1/2 hour after sunset until 1/2 hour before sunrise will be restricted to 12 feet 00 in. in width. In addition the height will be restricted to 16 feet 06 in. crossing under Del Rio Rd and there will be intermittent ramp closures at the Del Rio exit 129.
Updated: 07/25/2008 10:00 am

I-5
MP 163 to 159

Informational only; Maintenance Work
Comments: Slow lane closure for installation of reflective buttons with signs.
Updated: 07/25/2008 09:06 am

I-5
MP 169.9 to 171.6

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Weather permitting, expect nighttime single-lane closures through Friday, July 25, on I-5 over Latham Road. Watch for roadside work crews and construction vehicles entering and exiting the travel lanes. This project will replace five bridges on Interstate 5 just south of Cottage Grove.
Updated: 07/18/2008 2:21 pm

I-5
MP 173

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Watch for work crews and construction vehicles entering and exiting the travel lanes. Watch for flaggers on Main Street under I-5 at Cottage Grove. This project will replace three I-5 bridges and repair two other I-5 bridges near Cottage Grove.
Updated: 07/18/2008 2:21 pm

I-5
MP 174.24 to 169.25

Informational only; Commercial Vehicle Information
Details: I-5 MP 174 to MP 170 SB Effective September 8, 2008 this section of I-5 will be restricted to 14 feet 00 in. in width. Estimated date of completion is September 10, 2008.
Updated: 07/25/2008 10:00 am

I-5
MP 174.7 to 185.5

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder
Comments: Expect traffic controlled by flaggers between 7 a.m. and 5 p.m. on Sears Road near the Saginaw Road intersection with I-5. Watch for roadside work crews and construction vehicles entering and exiting the travel lanes.
Updated: 07/18/2008 2:22 pm

I-5
MP 178 to 187

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Rolling slowdowns are scheduled on NB I-5 from midnight to 4 a.m. on July 16 and 17 to work on installation of a variable message sign.
Updated: 07/11/2008 11:09 am

I-5
MP 188 to 201

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Watch for traffic controlled by flaggers on the off-ramp, and single-lane closures on I-5 at Hwy 58 at night on July 23 from 6 p.m to 7 a.m. The I-5 southbound off-ramp to eastbound Highway 58 is now located just south of the bridge over Franklin Boulevard. The westbound Hwy 58 to I-5 southbound onramp is closed. Signs will direct traffic to detour routes.
Updated: 07/18/2008 2:19 pm

I-5
MP 190 to 196

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder
Comments: Regular nighttime lane closures. Watch for rolling slowdowns from midnight to 4 a.m. on July 10 through 11 on SB I-5. This project will install new variable message signs.
Updated: 07/07/2008 3:35 pm

I-5
MP 194.5 to 196

Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Nighttime work includes roadway striping. Watch for workers and equipment on both I-5 and Beltline Highway. A new fly over bridge to take traffic from I-5 northbound to westbound Beltline Highway is currently under construction, as well as new bridges over Game Farm Road and a bicycle/pedestrian bridge. For additional information, go to www.keepusmoving.info.
Updated: 07/18/2008 2:22 pm

I-5
MP 209.3

Informational only; Commercial Vehicle Information
Details: I-5 MP 210 SB Effective July 30, 2008 this section of I-5 will be restricted to 19 feet 00 in. in width between the hours of 8 PM and 11 PM for one night only.
Updated: 07/25/2008 10:00 am

I-5
MP 216.57

Informational only; Commercial Vehicle Information
Details: I-5 MP 216