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State of Oregon Road Conditions
Northwest Oregon Road Conditions by Route99
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: 07/03/2009 7:00 pm | I-5
MP 251.21 to 252.08 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Modernization: one lane, ramps, and right shoulder of NB traffic periodically interrupted by closure or flagging at night from 8:00pm to 6:00am daily. Grading, drainage, structures, paving, signing, illumination, signals and roadside development project.
Updated: 06/26/2009 10:22 am | I-5
MP 283.11 to 284.08 | Informational only; Commercial Vehicle Information
Details: I-5 MP 283 to MP 284 NB (Wilsonville) Effective June 29, 2009 this section of I-5 will be restricted to 17 feet 02 in. in height between the hours of 10 PM & 5 AM. Estimated date of completion is July 1, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 283.73 to 286.52 | Informational only; Commercial Vehicle Information
Details: I-5 MP 283.50 to MP 286.50 NB Effective July 8, 2009, this section of I-5 will be restricted to 17 feet 02 in. in height between the hours of 10 PM & 5 AM. In addition, during the same times, the following on ramps will be closed: the on ramp at exit 283 to NB I-5; the on ramps at exit 286 to NB I-5. Also, the NB I-5 off ramp at exit 286 will be closed. Estimated date of completion is July 12, 2009. In addition, effective July 15, 2009, the on ramps at exit 286 to I-5 NB will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 21, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 284.06 to 283.67 | Informational only; Commercial Vehicle Information
Details: I-5 Exit 283 SB on & off ramps at Wilsonville Rd Effective June 28, 2009 the off ramp at Wilsonville Rd Exit 283 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 2, 2009. In addition, effective July 13, 2009, the on & off ramps at Wilsonville Rd Exit 283 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 17, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 284.88 to 286.18 | Informational only; Commercial Vehicle Information
Details: I-5 MP 284 to MP 286 NB (Wilsonville) Effective June 24, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width & 17 feet 02 in. in height between the hours of 10 PM & 5:30 AM everyday except Saturday when work will take place between the hours of 10 PM & 9 AM. Estimated date of completion is June 28, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 286.45 to 286.15 | Informational only; Commercial Vehicle Information
Details: I-5 Exit 286 SB on ramps at Elligsen Rd Effective June 28, 2009 the on ramps to I-5 SB from Elligsen Rd Exit 286 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 2, 2009. In addition, effective July 12, 2009 the on ramps to I-5 SB from Elligsen Rd Exit 286 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 17, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 289.95 to 283 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane and ramps closures on I-5 during the week of July 6-11 from 7:30 p.m. to 6 a.m. A contractor is working on a 7-mile paving project on I-5 between the Tualatin River and Willamette River in Wilsonville. Work includes widening the Nyberg Rd. off-ramp from I-5 south, adding auxiliary lanes on I-5 northbound from the Boone Bridge (Willamette River Bridge) to the Wilsonville Rd. off-ramp and
from I-205 southbound to I-5 southbound to the Elligsen Rd. off-ramp, and building a new sound wall along I-5 south in Tualatin. Lane closures and ramp closures will take place at night primarily weeknights from 7:30 p.m. to 6 a.m.
For the week of Monday, July 6, through, July 10, the contactor will install temporary signs and perform water quality work throughout the project area. This work will require daytime shoulder closures.
During nighttime work hours, the contractor will perform pavement repairs, excavation, paving for shoulder widening and ramp paving. The pavement work will require lane closures on I-5 northbound from Wilsonville to Tualatin. The contractor will begin closing lanes at 7:30 p.m. each night. All lanes will be open by 6 a.m. the following morning. The on and off-ramps to Wilsonville Road will be closed intermittently each night between 10 p.m. and 5 a.m. (7 a.m. Saturday mornings).
Please be alert to enhanced police traffic patrols in the I-5 Preservation work area.
Updated: 07/02/2009 12:32 pm | I-5
MP 301.09 | Informational only; Commercial Vehicle Information
Details: I-5 MP 301.09 SB (Crossing under Morrison Street Bridge) Effective June 28, 2009 this section of I-5 crossing under the Morrison Bridge will be restricted to 13 feet 00 in. in width & 15 feet 01 in. in height between the hours of 10 PM & 5 AM. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 305 to 307 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane closures on I-5 for the week of July 4-11. Beaware of travel lanes alignment changes. A contractor is working on a project to widen I-5 between Victory Boulevard and Lombard Street. The 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 between 8 p.m. and 5 a.m.
The contractor has shifted northbound traffic to southbound lanes to begin working on the northbound bridge structure. During the week of July 6, through July 10, the contractor will perform paving and striping operations on I-5. This work will require single lane closures on I-5 Monday through Thursday, from 11 p.m. to 5 a.m. each night.
During daytime work hours there will be periodic lane closures on Schmeer Road, Columbia Boulevard and the Columbia Boulevard to I-5 southbound on-ramp. Watch for shoulder closures on the northbound I-5 Victory Boulevard off-ramp. Flaggers will be on site to direct motorists and bicyclists.
Please be aware that work zone speed limits are enforced by enhanced police traffic patrols in the area.
Click the link below for more information.
Updated: 07/02/2009 12:00 pm | 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 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: 07/03/2009 7:00 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 to I-5 will be restricted to 17 ft. 00 in. in width. Estimated date of completion is October 31, 2010
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | I-84
MP 35.14 | Informational only; Commercial Vehicle Information
Details: I-84 MP 34.12 to MP 35.12 EB Effective July 13, 2009, this section of I-84 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is July 19, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 35.27 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for construction vehicles entering the highway at the Dodson Interchange. ˇ I-84 at the Dodson Interchange: Watch for construction vehicles entering and exiting the traffic lanes. Please drive carefully through the work zone.
Updated: 06/15/2009 09:03 am | I-84
MP 37.6 to 40.17 | Informational only; Commercial Vehicle Information
Details: I-84 MP 38 to MP 40 EB Effective April 21, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width beginning on weekdays until noon on Fridays. No restriction from noon on Fridays until Monday morning. Estimated date of completion is September 4, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 38 to 40.11 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Eastbound lanes are on a temporary alignment. Expect daytime single-lane closures. Bicylcists should consider starting at Tanner Creek (exit 40). I-84 at Moffett Creek: ˇEastbound lanes are on a temporary alignment. Watch for daytime single-lane closures eastbound. Watch for roadside work crews and construction equipment entering and exiting the eastbound and westbound travel lanes of I-84. Please drive carefully through the work zone. Eastbound bicyclists should consider starting their trip at Tanner Creek (exit 40) due to shoulder closures and narrow lanes in this work zone.
Updated: 07/02/2009 12:03 pm | I-84
MP 40.18 to 38.98 | Informational only; Commercial Vehicle Information
Details: I-84 MP 40 to MP 38 WB Effective May 7, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is September 4, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 40.42 to 41.57 | Informational only; Commercial Vehicle Information
Details: I-84 MP 40.56 to MP 41.56 EB Effective July 20, 2009, this section of I-84 will be restricted to 17 feet 00 in. in width. Estimated date of completion is July 26, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 43.9 to 45 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for roadside crews and construction equipment on I-84 Creek, Cascade Locks, A contractor is working on a project to replace and repair several bridges along Interstate 84 between Cascade Locks and Hood River.
ˇ I-84 at Cascade Locks interchange (milepost 44): Westbound lanes are on a temporary alignment over U.S. 30 (Wa-Na-Pa Street). Expect daytime one-way traffic controlled by flaggers on the roadway connecting U.S. 30 to S.E. Frontage Road (beneath I-84). Watch for roadside crews and construction equipment and construction vehicles exiting and entering the westbound travel lanes of I-84.
Click on the link below for more information.
Updated: 05/29/2009 3:46 pm | I-84
MP 47 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for roadside work crews and alternating one-way traffic on Wyeth Road under I-84. I-84 over Herman Creek connector - Wyeth Road bridge repair project
All travel lanes will be open in each direction through the remainder of the summer. Watch for roadside work crews and alternating one-way traffic on Wyeth Road under I-84.
Updated: 06/05/2009 11:15 am | I-205
MP 9.99 | Informational only; Commercial Vehicle Information
Details: I-205 Exit 10 NB to OR213 Effective July 6, 2009, the off ramp at exit 10 to OR213 will be closed between the hours of 10 PM & 5:30 AM. Estimated date of completion is July 10, 2009.
Updated: 07/03/2009 7:00 pm | I-205
MP 10.32 | Informational only; Commercial Vehicle Information
Details: I-205 Exit 10 SB on & off ramps at OR213 Effective June 29, 2009, the on & off ramps at exit 10 will be closed between the hours of 10 PM & 5:30 AM. The authorized detour route for the off ramp closure is to take exit 9 to OR99E, cross under the freeway & re-enter I-205 NB to exit 10. The authorized detour route for the on ramp closure is to enter I-205 NB at exit 10, take exit 11 to 82nd Dr, cross over the freeway & re-enter I-205 SB. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-205
MP 10.46 | Informational only; Commercial Vehicle Information
Details: I-205 NB on-ramp from OR213 Effective July 15, 2009 the on-ramp from OR213 to I-205 will be closed between the hours of 10 PM & 5:30 AM. Estimated date of completion is July 18, 2009.
Updated: 07/03/2009 7:00 pm | I-205
MP 12.94 to 16.57 | Informational only; Commercial Vehicle Information
Details: I-205 MP 13.00 to MP 16.57 NB Effective June 21, 2009 this section of I-205 will be restricted to 17 feet 02 in. in height between the hours of 8 PM and 5 AM. Estimated date of completion is June 26, 2009. Beginning June 27, 2009 this section of I-205 will be restricted to 17 feet 02 in. in height between the hours of 9 PM and 5 AM. Estimated date of completion is June 30, 2009.
Updated: 07/03/2009 7:00 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 Foster Road due to TriMet's light-rail project. 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: 06/30/2009 12:57 pm | I-205
MP 16.57 to 12.89 | Informational only; Commercial Vehicle Information
Details: I-205 MP 13.00 to MP 16.57 SB Effective June 21, 2009 this section of I-205 will be restricted to 16 feet 11 in. in height between the hours of 8 PM and 5 AM. Estimated date of completion is June 26, 2009. Beginning June 27, 2009 this section of I-205 will be restricted to 16 feet 11 in. in height between the hours of 9 PM and 5 AM. Estimated date of completion is June 30, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP .12 to 2.591 | Informational only; Commercial Vehicle Information
Details: I-405 MP 0 to MP 2.50 NB & SB Effective June 29, 2009, this section of I-405 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, during the same times, the height will be restricted to 15 feet 01 in. in height for NB loads, and 15 feet 08 in. in height for SB loads. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP 2.591 to 0 | Informational only; Commercial Vehicle Information
Details: I-405 MP 0 to MP 2.50 NB & SB Effective June 29, 2009, this section of I-405 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, during the same times, the height will be restricted to 15 feet 01 in. in height for NB loads, and 15 feet 08 in. in height for SB loads. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP 3.52 to .47 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane closures during the week of July 6-11. Work is under way on a project to repave Interstate 405 from the Fremont Bridge to the Marquam Bridge. Work includes repaving the ramps to and from I-405, relighting the freeway corridor and tunnels, and upgrading freeway signs. This work will require full directional weekend closures of I-405 later this summer and nighttime lane and ramp closures during the duration of the project.
For the week of Monday, July 6, through Friday, July 10, the contractor will install electrical conduit. This work will require daytime left and right shoulder closures in both directions on I-405. Night work will require multiple nighttime lane closures in both directions on I-405 starting at 7:30 p.m. to 5:30 a.m. the following morning. The closures will allow the contractor to perform measurements on the existing sign bridges.
Saturday night, July 11, the contractor will perform a paving test on S.W. Kelly Avenue east of Naito Parkway. This work will take place nightly from 8 p.m. to 9 a.m. Flaggers will control one-way traffic on S.W. Kelly Ave. during the work.
Please be alert to enhanced police traffic patrols in the I-405 Preservation work area.
Updated: 07/02/2009 12:31 pm | ORE6
MP 32.88 | Informational only; Commercial Vehicle Information
Details: OR6 MP 33.00 to MP 34.50 EB & WB Effective March 9, 2009 this section of OR6 will be restricted to 18 feet 00 in. in width. Estimated date of completion is October 15, 2009.
Updated: 07/03/2009 7:00 pm | ORE6
MP 33.25 to 34.25 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Lane closures expected for the week of July 6-10 during daytime hours. Motorists will be directed by flaggers. Expect up to 20 min. delays. A contractor is working on a project to build retaining walls on Highway 6 at the site of three landslides near the summit from mile post 33.25 to 34.25. Work will primarily take place on the north side of the highway. This project also includes grinding, paving and striping in the project area. Motorists may experience up to 20-minute delays on Highway 6 during work hours.
During the week of Monday, July 6, to Friday, July 10, the contractor will install retaining wall anchors at mile post 33.75 and 34.25. Please watch for equipment in the roadway during work hours. During daytime work hours, there will be lane closures in both directions of Highway 6.
Flaggers and pilot vehicles will direct motorists during the lane closures. Daytime work hours are from 7 a.m. to 4 p.m. On Friday, July 10, the contractor will finish work by noon to accommodate weekend in the area.
Please pay extra attention to construction workers on the shoulders when driving through the work zone.
For more information:
Updated: 07/02/2009 12:09 pm | 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 flagging at night from Mon 6:00am to Fri 6:00am. Grading, drainage, structures, signing, illumination and roadside development project.
Updated: 06/26/2009 10:22 am | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 06/26/2009 10:22 am | ORE22
MP 13 to 14 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: One lane closure due to slide repair work. Flaggers will be controlling traffic. Expect minor delays. Take alternate routes such as Oregon 18.
Updated: 07/01/2009 6:26 pm | ORE22
MP 13.33 | Informational only; Commercial Vehicle Information
Details: OR22 MP 13.33 WB Ramps (Cascade Hwy) Effective September 8, 2008 the WB off ramp from OR22 to Cascade Hwy and the WB on ramp from Cascade Hwy to OR22 will be closed. Estimated date of completion is July 31, 2010. In addition beginning July 1,2008 through August 15, 2010 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.
Updated: 07/03/2009 7:00 pm | ORE22
MP 20.33 to 25.51 | Informational only; Commercial Vehicle Information
Details: OR22 MP 20.34 to MP 25.54 EB & WB (Eola) Effective July 20, 2009, this section of OR22 will be restricted to 16 feet 00 in. in width between the hours of 7 PM & 6 AM. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | ORE22
MP 25.63 to 20.37 | Informational only; Commercial Vehicle Information
Details: OR22 MP 20.34 to MP 25.54 EB & WB (Eola) Effective July 20, 2009, this section of OR22 will be restricted to 16 feet 00 in. in width between the hours of 7 PM & 6 AM. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | ORE22
MP 50.07 | Informational only; Information
Comments: Breitenbush Rd becomes Forest Service Road 46. For road conditions for this road, see the Forest Service web site.
Last Updated: 06/11/2009 10:59 am | ORE43
MP 11.43 | Informational only; Commercial Vehicle Information
Details: OR43 MP 11.43 Arch Bridge Effective February 23, 2009 the Arch Bridge on OR43 at MP11.43 will be restricted to legal axle weights and a maximum of 28,000 lbs GVW. No commercial trucks allowed. Estimated date of completion is November 1, 2011.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | ORE99
MP 24.5 | Informational only; Commercial Vehicle Information
Details: OR99E (Hwy #81 - South of Canby) SB This section of OR99E will be restricted to 16 feet 00 in. in width. Estimated date of completion is July 10, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | ORE213
MP 0 to 3.9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Paving will require nighttime ramp closures from I-205 northbound to Highway 213 the week of July 6-11. A contractor is working on a project to repave Highway 213 (Cascade Highway South) from Interstate 205 to Conway Drive in Oregon City. The work includes roadway repairs, repaving, new signs, and updated signals.
Monday, July 6 through Saturday, July 11, the contractor will pave the ramps from I-205 northbound to Highway 213. This work will require closing the Oregon 213/Park Place Molalla off-ramp (exit 10) from I-205 northbound from 10 p.m. to 5:30 a.m. Monday night through Thursday night and 7:30 p.m. to 9 a.m. Friday night through Saturday morning.
Motorists traveling to Oregon 213/Park Place Molalla (exit 10) can continue on I-205 northbound to the Gladstone/DMV off-ramp (exit 11), west to I-205 southbound, to Oregon 213/Park Place Molalla off-ramp (exit 10).
During the week, the contractor will pave the intersection of Highway 213 at Washington Street. The paving work will require lane closures from 7:30 p.m. to 5:30 a.m. the following morning. Flaggers will direct motorists through the intersections of Highway 213 and Washington Street.
Motorists can expect nighttime intermittent lane closures on Highway 213 between Redland Road and Beavercreek Road for barrier placement. The lane closures will take place nightly from 7:30 p.m. to 5:30 a.m. (9:00 a.m. Saturday)
During the week, the contractor will perform electrical work during daytime work hours. This work will require intermittent shoulder closures from 8 a.m. to 4:30 p.m. daily.
Motorists should be aware that police will carry out enhanced traffic enforcement in the work zone. Please note the posted speed is 45 mph until the work is complete.
Click the link below for more information.
Updated: 07/02/2009 12:33 pm | ORE217
MP .01 | Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: A stalled vehicle on HWY 217 NB at US-26 has the right lane closed. Use Caution.
Last Updated: 07/03/2009 9:55 pm | ORE217
MP 1.47 to 0 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Be aware of new lane configurations on Highway 217 northbound to U.S. 26 A contractor is working on a project to add a third through-lane to Highway 217 northbound between Oregon Highway 8 (Tualatin-Valley Highway) and U.S. 26 (Sunset Highway). This project also includes building retaining walls and improving drainage on the highway, lengthening the Wilshire St. overpass,
and paving and striping the project area and the Highway 217/U.S. 26 interchange ramps. Lane closures on Highway 217 will only take place during nighttime hours of 7 p.m. to 5 a.m.
The contractor has installed temporary concrete barriers and striping through the project area. Motorists should watch for temporary lane restrictions as well as permanent changes to the lane configurations.
These changes included shifting northbound traffic to the west to create a work zone along the right shoulder. Additionally, only one lane connects Highway 217 northbound to U.S. 26 eastbound. Motorists must use the right lane to travel to U.S. 26 eastbound. Motorists traveling in the center lane of Highway 217 northbound will not be able to access U.S. 26 eastbound. The center lane of Highway 217 northbound will now only continue north to Barnes Road and will not connect to U.S. 26 eastbound. These new lane configurations will be in place for the duration of the project.
The Wilshire Street overpass is being prepared for reconstruction. The sidewalk on the north side of the Wilshire Street overpass is closed. Pedestrians will be detoured to the sidewalk on the south side of the structure. The contractor recently reduced the number of travel lanes on the Wilshire Street overpass - only one travel lane remains open in each direction.
The contractor will continue building the first retaining wall on Highway 217 near the Walker Rd. on-ramp during the week of Monday, July 6, to Friday, July 10. This work will take place behind a temporary barrier during daytime work hours from 7 a.m. to 5:30 p.m.
The contractor will also continue clearing the hillside in preparation for upcoming drainage and electrical work on OR 217 between Tualatin-Valley Highway and Walker Road, and between the Walker Road off-ramp and northbound Highway 217.
The contractor will begin installing drainage pipe along the shoulder of Highway 217 northbound from the Cabot St. overpass to the Walker Road off-ramp and continue removing utilities from under the Wilshire Street overpass. This work will take place during daytime work hours from
7 a.m. to 3:30 p.m.
Please be aware that work zone speed limits will be enforced by enhanced police traffic patrols in the area. Fines will double in this construction zone.
For more information:
Updated: 07/02/2009 12:08 pm | 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: 07/03/2009 7:00 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: 08/18/2008 12:30 pm | ORE229
MP 15.46 | Informational only; Commercial Vehicle Information
Details: OR229 MP 15.46 NB & SB (Crossing the Cedar Creek Bridge) Effective July 31, 2009 this section or OR229 crossing the Cedar Creek Bridge at MP 15.46 will be closed. Estimated date of completion is August 3, 2009.
Updated: 07/03/2009 7:00 pm | ORE99E
MP .89 to 1.69 | Estimated delay under 20 minutes; Construction Work
Comments: Beaware of a norhbound traffic shift. Expect nighttime closures of S.E. Division St. Monday, July 6. Work is under way on a project to replace the Martin Luther King, Jr. Boulevard and Grand Avenue viaducts on Highway 99E. Lane closures on Highway 99E will only take place during nighttime hours. Normal daytime work hours are 6 a.m. to 2:30 p.m., Monday, July 6, to Friday, July 10.
Traffic on the Highway 99E northbound viaduct has been shifted to a temporary structure. Northbound traffic is shifted to the west to allow the contractor to begin building the new northbound viaduct. Motorists are encouraged to slowdown when traveling through the new alignment.
Monday, July 6, the contractor will remove the old northbound structure. This work will require nighttime closures of Division Street from 10 p.m. to 5 a.m.
The contractor has closed access to the on and off-ramp to southbound Highway 99E at Division Place. However, the on and off-ramp will remain open during the closure via a detour to S.E. 4th Avenue. This detour will be in effect until July.
The column and footings construction work will require the closure of Caruthers Street under the viaducts. Bikes and motor traffic will be detoured around the construction work during the Caruthers Street closure. Other work will require a lane closure on Stephens Street, with flaggers controlling traffic during work hours.
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 Highway 99E viaduct replacement work area.
Click the link below for more information.
Updated: 07/02/2009 12:34 pm | ORE99W
MP 25.74 to 25.87 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Motorists should expect temporary lane closures on OR99W, Monday through Friday, 10pm to 4 am.
Updated: 06/30/2009 11:36 am | US20
MP 14.68 to 27.75 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) All Lanes , Shoulder (Eastbound) All Lanes , Shoulder
Comments: Earthwork at MP 25 has the WB lane closed with 24-hour flagging and pilot car. Blasting and heavy equipment crossing may cause additional delays.
Updated: 06/26/2009 09:16 am | US20
MP 15.69 | Informational only; Commercial Vehicle Information
Details: US20 (Hwy #033) MP 15.69 at Elk City Rd EB & WB Effective July 6, 2009 this section of US20 will be restricted to 13 feet 06 in. in width. In addition Elk City Rd will be closed to all traffic. Estimated date of completion is July 21, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | US26
MP 23.87 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #026) MP 23.87 to MP 24.61 EB & WB Effective July 9, 2009 this section of US26 will be restricted to 11 feet 00 in. in width between the hours of 6:30 PM and 10 PM for one night only.
Updated: 07/03/2009 7:00 pm | US26
MP 24.631 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #026) MP 23.87 to MP 24.61 EB & WB Effective July 9, 2009 this section of US26 will be restricted to 11 feet 00 in. in width between the hours of 6:30 PM and 10 PM for one night only.
Updated: 07/03/2009 7:00 pm | 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: Paving will require lane closures on U.S. 26 for the week of July 6-10 A contractor is working 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 will pave U.S. 26 between Brightwood and Wildwood Park during the week of Monday, July 5 through Friday, July 10. Daytime work will require single lane closures in both directions daily from 6 a.m. to 6 p.m. Motorists should also expect single lane closures in one direction 24 hours a day Monday through Friday. This work is weather permitting.
Please watch for construction activities when driving through the work zone on U.S 26.
Click on the link below for more information.
Updated: 07/02/2009 12:10 pm | US26
MP 56.98 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Glencoe Rd Exit 57 EB Effective May 12, 2009 the on and off ramps at Glencoe Rd Exit 57 will be closed between the hours of 9:30 PM and 5:00 AM on the following dates: June 15, 16, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 57.16 to 61 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 57.03 to MP 61.00 EB Effective July 6, 2009 this section of US26 will be restricted to 15 feet 00 in. in width & 15 feet 00 in. in height between the hours of 9:30 PM & 5:00 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 57.33 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Glencoe Rd Exit 57 WB Effective June 30, 2009 the on and off ramps at Glencoe Rd Exit 57 will be closed both between the hours of 9:30 PM and 5:00 AM on the following dates: June 30, 2009; July 1, 2 & 3, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 58.75 to 57.15 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 57.50 to MP 58.00 WB (Hillsboro) Effective July 17, 2009, this section of US26 will be closed to all traffic between the hours of 10 PM & 5 AM. The authorized detour route is take exit 59 to Jackson School Rd NB, West Union Rd WB; Glencoe Rd SB; re-enter US26 at exit 57. Estimated date of completion is July 19, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 60.86 to 64.41 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 61 to MP 64.50 EB & WB Effective July 6, 2009, this section of US26 will be restricted to 13 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 61.06 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Helvetia rd Exit 61 EB Effective June 17, 2009 the on and off ramps from Helvetia Rd (Exit 61) will be closed between the hours of 9:30 PM and 5 AM on the following dates: June 17th & 18th, 2009. The height will be restricted to 17 feet 01 in. in height on the same dates. Beginning July 6, 2009, the height will again be restricted to 17 feet 01 in. in heigth between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 61.26 to 57.93 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 57.03 to MP 61.00 WB Effective July 6, 2009 this section of US26 will be restricted to 15 feet 00 in. in width & 14 feet 08 in. in height between the hours of 9:30 PM & 5:00 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 62.45 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Cornelius Pass Rd. - Exit 62 WB Effective June 23, 2009 the on and off ramps at Cornelius Pass Rd (Exit 62) will be closed between the hours of 9:30 PM and 5 AM on the following dates: June 23rd through June 25th, 2009. In addition the height will be restricted to 16 feet 08 in. in height. Beginning July 6, 2009, the height will again be restricted to 16 feet 08 in. in height between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 62.46 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Cornelius Pass Rd. - Exit 62 EB Effective June 19, 2009 the on and off ramps at Cornelius Pass Rd (Exit 62) will be closed between the hours of 9:30 PM and 5 AM on the following dates: June 19th, 2009. In addition the height will be restricted to 16 feet 11 in. in height. Beginning July 6, 2009, the height will again be restricted to 16 feet 11 in. in height between the hours of 9:30 PM & 5 AM. The estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 64.29 to 57.16 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Nighttime paving will require lane and ramp closures on U.S. 26 eastbound during the week of June 29-July 3 from 9 p.m. to 5 a.m. A contractor is working on a paving project on U.S. 26 (Sunset Highway) from 185th Avenue to Glencoe Road. In addition to paving both directions of the highway and the ramps, work will include adding cable barrier in the center median, repairing guardrail, upgrading highway signs, and striping. Work on the project will primarily take place at night.
Monday, June 29, through Friday, July 3, the contractor will be performing drainage and guardrail work between 185th Avenue and Glencoe Rd. This work will take place during daytime work hours from 7 a.m. to 4 p.m.
The contractor will pave the left lane of U.S. 26 eastbound between 185th Avenue and Glencoe Rd. Motorists should expect single lane closures on U.S. 26 eastbound nightly from 9 p.m. to
5 a.m. The contractor may begin paving the left lane of U.S. 26 westbound, Wednesday, July 1. This work will require single lane closures on U.S. 26 westbound from 9 p.m. to 5 a.m.
For more information:
Updated: 06/26/2009 12:21 pm | US26
MP 65.33 to 60.77 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 61 to MP 64.50 EB & WB Effective July 6, 2009, this section of US26 will be restricted to 13 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 65.67 to 62.7 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 63.80 to MP 64.26 WB (Hillsboro) Effective July 24, 2009, this section of US26 will be closed to all traffic between the hours of 10 PM & 5 AM. The authorized detour route is take exit 64 to 185th Ave NB; West Union Rd WB; Cornelius Pass Rd SB; re-enter US26 WB at exit 62. Estimated date of completion is July 25, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | US30
MP 2 to 3.9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) Median , All Lanes , Shoulder (Westbound) Median , All Lanes , Shoulder
Comments: Expect nighttime US 30/Yeon lane closures July 6-10 for utility work. A contractor is working to repave U.S. 30/Yeon Avenue from Nicolai Street to Kittridge Avenue. Work includes removing the top layer of existing asphalt and installing a new asphalt surface. New pavement striping will be added and sidewalk ramps will be replaced. Daytime work hours are from 7 a.m. to 4 p.m. All work requiring lane closures on the highway will take place during nighttime hours from 7 p.m. to 5:30 a.m.
During the week of Monday, July 6, to Friday, July 10, the contractor will perform signal upgrades during daytime work hours. This work will require intermittent shoulder closures. During nighttime hours, the contractor will adjust manholes between N.W. 29th Avenue and N.W. Kittridge Avenue. This work will require intermittent lane closures from 7 p.m. to 5:30 a.m. each night.
Motorists should expect delays while traveling on U.S. 30/Yeon Avenue during the work.
Please be alert to enhanced police traffic patrols in the U.S. 30 Yeon Avenue Preservation work area.
For more information please visit:
Updated: 07/02/2009 12:11 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 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: 07/03/2009 7:00 pm | US101
MP 63.82 to 64.06 | Estimated delay under 20 minutes; Construction Work
Comments: Crews are working on highway improvements on US101 at its intersection with Latimer Road in Tillamook. Please drive carefully and use caution. This project consists of installing turning lanes, traffic signals, and other miscellaneous highway improvements on US 101 at the intersection with Latimer Road in Tillamook. No work is scheduled for this week. The project is scheduled to be completed in June, 2009.
Updated: 06/30/2009 11:36 am | North Oregon Road Conditions by RouteI-84
MP 37.6 to 40.17 | Informational only; Commercial Vehicle Information
Details: I-84 MP 38 to MP 40 EB Effective April 21, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width beginning on weekdays until noon on Fridays. No restriction from noon on Fridays until Monday morning. Estimated date of completion is September 4, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 38 to 40.11 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Eastbound lanes are on a temporary alignment. Expect daytime single-lane closures. Bicylcists should consider starting at Tanner Creek (exit 40). I-84 at Moffett Creek: ˇEastbound lanes are on a temporary alignment. Watch for daytime single-lane closures eastbound. Watch for roadside work crews and construction equipment entering and exiting the eastbound and westbound travel lanes of I-84. Please drive carefully through the work zone. Eastbound bicyclists should consider starting their trip at Tanner Creek (exit 40) due to shoulder closures and narrow lanes in this work zone.
Updated: 07/02/2009 12:03 pm | I-84
MP 40.18 to 38.98 | Informational only; Commercial Vehicle Information
Details: I-84 MP 40 to MP 38 WB Effective May 7, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is September 4, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 40.42 to 41.57 | Informational only; Commercial Vehicle Information
Details: I-84 MP 40.56 to MP 41.56 EB Effective July 20, 2009, this section of I-84 will be restricted to 17 feet 00 in. in width. Estimated date of completion is July 26, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 43.9 to 45 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for roadside crews and construction equipment on I-84 Creek, Cascade Locks, A contractor is working on a project to replace and repair several bridges along Interstate 84 between Cascade Locks and Hood River.
ˇ I-84 at Cascade Locks interchange (milepost 44): Westbound lanes are on a temporary alignment over U.S. 30 (Wa-Na-Pa Street). Expect daytime one-way traffic controlled by flaggers on the roadway connecting U.S. 30 to S.E. Frontage Road (beneath I-84). Watch for roadside crews and construction equipment and construction vehicles exiting and entering the westbound travel lanes of I-84.
Click on the link below for more information.
Updated: 05/29/2009 3:46 pm | I-84
MP 47 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for roadside work crews and alternating one-way traffic on Wyeth Road under I-84. I-84 over Herman Creek connector - Wyeth Road bridge repair project
All travel lanes will be open in each direction through the remainder of the summer. Watch for roadside work crews and alternating one-way traffic on Wyeth Road under I-84.
Updated: 06/05/2009 11:15 am | I-84
MP 63.02 to 64.11 | Informational only; Commercial Vehicle Information
Details: I-84 MP 63.15 to MP 64.16 EB Effective July 27, 2009, this section of I-84 will be restricted to 19 feet 00 in. in width between the hours of 9 PM & 5 AM. In addition, the 2nd St onramp to I-84 EB will be closed during the same time. Estimated date of completion is August 23, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 63.5 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Daytime single-lane closures watch for roadside work crews and construction work entering the highway in Hood River. ˇ Second Street over UPRR at Hood River: Watch for roadside crews and construction equipment under the bridge. Expect temporary reduction in local parking availability.
ˇ I-84 eastbound over UPRR (milepost 63.5): Expect daytime single-lane closures. Watch for roadside work crews and construction equipment entering and exiting the travel lanes.
Updated: 06/05/2009 11:16 am | I-84
MP 64 to 71 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews replacing Bridge and nearby barriers over Mosier Creek, use caution in work zone. Watch for construction vehicles entering and exiting highway. Replacement of structure and median barrier. Portions of this restriction are on curves. No restrictions on weekends from 5/22/09 thru 9/8/09
Updated: 05/07/2009 08:39 am | I-84
MP 64.1 to 69.93 | Informational only; Commercial Vehicle Information
Details: I-84 MP 63.00 to MP 70.50 EB & WB Effective September 2, 2008 this section of I-84 which contains curves is restricted to 16 feet 00 in. in width on weekdays Monday through Friday at noon. No restriction from noon on Friday until 12:01 AM on Monday. Estimated date of completion is September 4, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 69.99 to 64.5 | Informational only; Commercial Vehicle Information
Details: I-84 MP 63.00 to MP 70.50 EB & WB Effective September 2, 2008 this section of I-84 which contains curves is restricted to 16 feet 00 in. in width on weekdays Monday through Friday at noon. No restriction from noon on Friday until 12:01 AM on Monday. Estimated date of completion is September 4, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 70 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews and vehicles will be working on the highway and bridge. Detours in place. Slow down and use caution in the work zone.
Updated: 06/15/2009 3:52 pm | I-84
MP 84.16 to 87.23 | Informational only; Commercial Vehicle Information
Details: I-84 MP 84.21 to MP 87.41 EB (The Dalles) Effective July 6, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width & 16 feet 05 in. in height week days only. There will be no restriction in place from Noon on Fridays to 6 PM Sunday evenings until Labor Day when the restriction will become 24 x 7. Estimated date of completion is December 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 87.01 to 84.18 | Informational only; Commercial Vehicle Information
Details: I-84 MP 84.21 to MP 87.41 WB (The Dalles) Effective July 6, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width & 17 feet 00 in. in height week days only. There will be no restriction in place from Noon on Fridays to 6 PM Sunday evenings until Labor Day when the restriction will become 24 x 7. Estimated date of completion is December 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 87.22 | Informational only; Commercial Vehicle Information
Details: I-84 MP 87.42 to MP 87.88 WB (The Dalles) Effective July 6, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width & 17 feet 00 in. in height week days only. There will be no restriction in place from Noon on Fridays to 6 PM Sunday evenings until Labor Day when the restriction will become 24 x 7. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 87.23 | Informational only; Commercial Vehicle Information
Details: I-84 MP 87.42 to MP 87.88 EB (The Dalles) Effective July 6, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width & 16 feet 05 in. in height week days only. There will be no restriction in place from Noon on Fridays to 6 PM Sunday evenings until Labor Day when the restriction will become 24 x 7. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 125 to 159 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane , Shoulder (Eastbound) 1 Lane , Shoulder
Comments: Watch for crews and vehicles chip sealing and paving the highway. Slow down and use caution in the work zone. During the week of June 29th - July 2nd the contractor will be finishing up on the Interstate 84. On Monday, the contractor will be placing a chip seal on Interstate 84 between MP 152 and 159, eastbound and westbound. The contractor will also be installing striping Monday through Thursday. There will lane closures Monday through noon Thursday during daylight hours. There will be minimal delays to the traveling public.
Updated: 06/29/2009 11:21 am | I-84
MP 209 to 210 | Estimated delay under 20 minutes; Maintenance 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: 06/26/2009 3:54 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: 07/03/2009 7:00 pm | ORE74
MP 45 to 83 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Paving and bridge work being done in downtown Heppner. Lane closures, flaggers, expect delays. Possible detours. Please drive with caution.
Updated: 06/30/2009 11:21 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | ORE402
MP 13.9 | Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: There is a bridge detour in place. The detour is single lane but will not cause any delay to traffic. Please use caution in workzone. Bridge restricted to 12 ft. 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 06/15/2009 1:58 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 October 31, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | US197
MP .93 to 9.461 | Informational only; Commercial Vehicle Information
Details: US197 MP 1 to MP 9.88 NB & SB (The Dalles) Effective July 20, 2009, this section of US197 will be restricted to 16 feet 00 in. in width between the hours of 4 AM & 8 PM. Estimated date of completion is October 30, 2009.
Updated: 07/03/2009 7:00 pm | US197
MP 9.461 to .93 | Informational only; Commercial Vehicle Information
Details: US197 MP 1 to MP 9.88 NB & SB (The Dalles) Effective July 20, 2009, this section of US197 will be restricted to 16 feet 00 in. in width between the hours of 4 AM & 8 PM. Estimated date of completion is October 30, 2009.
Updated: 07/03/2009 7:00 pm | US197
MP 45 to 45.9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: ODOT is repaving through Maupin, installing a new storm drainage system, and performing other activities. During the week of June 22nd - June 28th the contractor will be installing waterlines on Deschutes Ave. between 6th St. and Burnham Ave.. There will be minimal delays to the traveling public.
Updated: 06/30/2009 3:54 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: 07/03/2009 7:00 pm | 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 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | Northeast Oregon Road Conditions by RouteI-84
MP 209 to 210 | Estimated delay under 20 minutes; Maintenance 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: 06/26/2009 3:54 pm | I-84
MP 249 to 250 | Informational only; Maintenance Work
Lanes Affected: (Westbound) 1 Lane
Comments: The West bound shoulder will be closed for excavation and widening for extension of chain up area. No lane closures expected. No traffic delays.
Updated: 06/08/2009 1:25 pm | I-84
MP 256 | Estimated delay under 20 minutes; Construction Work
Comments: Construction crews will be working on the bridge. Watch for trucks entering and exiting the highway. Slow down and use caution in the work zone. Intermittent lane closures on I-84 to accomodate construction traffic.
Updated: 06/30/2009 09:46 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | I-84
MP 260 to 265 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) , Shoulder (Eastbound) , Shoulder
Comments: Maintenance crews working on the highway. Construction crews replacing guardrails. Signs and barriers for traffic.
Updated: 06/26/2009 12:28 pm | I-84
MP 285 | Future Event: Estimated delay under 20 minutes; Construction Work
Expected Start Date: 8/1/2009 8:00:00 AM
Lanes Affected: (Westbound) , Shoulder (Eastbound) , Shoulder
Comments: Maintenance crews working on the highway. Signs and barriers will direct traffic through the work zone.
Updated: 06/16/2009 11:22 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 September 30, 2009.
Updated: 07/03/2009 7:00 pm | 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 July 6, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 286.2 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) 2 Lanes , Shoulder
Comments: Construction crews are replacing the RR overpass bridge. Expect lane closures, detours and minor delays.
Updated: 06/26/2009 3:55 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 to 42.31 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Construction to replace the Rancheria and Salisbury bridges is underway.
Expect traffic delays of up to 20 minutes Monday thru Thursday.
Updated: 07/02/2009 4:19 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: 07/03/2009 7:00 pm | ORE7
MP 42.31 | Informational only; Commercial Vehicle Information
Details: OR7 MP 42.31 Powder River (Salisbury) Effective October 6, 2003 at MP 42.31 Powder River (Salisbury, just east of the junction with OR245) 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads
Updated: 07/03/2009 7:00 pm | ORE7
MP 50.46 to 50.65 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Contractor working on pavement, drainage, bridge rail, handicap ramp at the railroad crossing. Detours in place. Detours will be in place and traffic controlled by flaggers while the Dewey St bridge undergoes repair work and pavement reconstruction.
Updated: 06/08/2009 1:03 pm | ORE11
MP 1 to 16.3 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Intermittent lane closures, flaggers and pilot cars will be directing traffic for a chip seal and paving project. Slow down and use caution.
Updated: 06/29/2009 2:24 pm | 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: 07/03/2009 7:00 pm | ORE331
MP 4.84 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Workers cleaning up construction site at Wildhorse Casino entrance and Interstate 84 at Exit 216. Paving is complete. Please drive with caution Construction crews will be installing a turn lane refuge for local business access between I-84 at Exit 216 and the Wildhorse Resort MP 0-1. Striping to begin on Monday June 22nd.
Updated: 06/18/2009 1:38 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 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: 07/03/2009 7:00 pm | 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 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | West Oregon Road Conditions by Route99
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: 07/03/2009 7:00 pm | I-5
MP 116.43 to 126.3 | Informational only; Commercial Vehicle Information
Details: I-5 MP 117.50 to MP 125.50 NB Effective June 22, 2009, this section of I-5 will be restricted to 16 feet 00 in. in width and 15 feet 07 in. in height between the hours of 9 PM & 8 AM. In addition there will be intermittent ramp closures. Estimated date of completion is July 24, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 119 to 121 | Informational only; Construction Work
Comments: Watch for traffic shifts with advance warning signs. The SB off-ramp at exit 120 is closed until early 2010.
Updated: 07/03/2009 6:42 pm | I-5
MP 120.43 | Informational only; Commercial Vehicle Information
Details: I-5 Exit 120 SB (South of Roseburg) Effective November 20, 2008 the on & off ramps at I-5 Exit 120 SB will be closed. All traffic must detour using exit 119. Estimated date of completion is November 20, 2010.
Updated: 07/03/2009 7:00 pm | I-5
MP 121 to 123 | OFF RAMP
Informational only; Construction Work
Lanes Affected: (Northbound) , Shoulder
Comments: Expect intermittent shoulder closures on the exit 121 off-ramp and lane closures on the frontage road. This is for the Douglas County Fairgrounds / McLain Ave. multi-use path project. This job is in the final clean-up stage.
Updated: 07/03/2009 6:41 pm | I-5
MP 126.19 to 116.43 | Informational only; Commercial Vehicle Information
Details: I-5 MP 117.50 to MP 125.50 SB Effective June 22, 2009, this section of I-5 will be restricted to 16 feet 00 in. in width and 16 feet 05 in. in height between the hours of 9 PM & 8 AM. In addition there will be intermittent ramp closures. Estimated date of completion is July 24, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | I-5
MP 129 | Informational only; Construction Work
Comments: Watch for construction signs and equipment along the shoulder.
Updated: 07/03/2009 6:34 pm | I-5
MP 148 to 162 | Informational only; Construction Work
Comments: Expect daytime lane closures. Watch for roadside work crews and construction vehicles entering and leaving the travel lanes. This is to repair bridges between Rice Hill and Curtain.
Updated: 06/26/2009 11:55 pm | I-5
MP 156.5 to 163.4 | Informational only; Construction Work
Comments: Watch for equipment and workers in the median and around the bridges for road work.
Updated: 07/03/2009 6:33 pm | I-5
MP 162.39 | Informational only; Commercial Vehicle Information
Details: I-5 Exit 162 (to OR38) NB Effective July 14, 2009 the on and off ramps at I-5 Exit 162 to OR38 will be closed between the hours of 5 AM to 7 PM. The authorized detour route will be to use I-5 NB Exit 150 to Garden Valley Rd (Douglas County Rd #6) to OR38. Estimated date of completion is July 15, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 162.57 | Informational only; Commercial Vehicle Information
Details: I-5 Exit 162 (to OR38) SB Effective July 13, 2009 the on and off ramps at I-5 Exit 162 to OR38 will be closed between the hours of 5 AM to 7 PM for one day only. The authorized detour route will be to use I-5 SB Exit 150 to Garden Valley Rd (Douglas County Rd #6) to OR38.
Updated: 07/03/2009 7:00 pm | I-5
MP 168 to 283 | Estimated delay under 20 minutes; Construction Work
Comments: Crews will be installing pavement markers on Interstate 5 from Cottage Grove to Wilsonville. Expect nightly lane closures and drive with caution. This project installs recessed pavement markers on I-5 from Milepost 168 south of Cottage Grove to Milepost 283 near Wilsonville. Work will start at the north end of the project near Wilsonville and change locations each work shift as the project progresses southward. Work is scheduled to be completed by September 15, 2009.
Updated: 06/30/2009 10:40 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: Watch for roadside work crews and construction vehicles along the roadway. This project will replace five bridges on Interstate 5 just south of Cottage Grove.
Updated: 07/02/2009 4:32 pm | I-5
MP 174.7 to 185.5 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane closures the week of July 6. Gettings Creek Rest Area on SB I-5 is closed through October, 2009. Expect alternating one-way traffic controlled by flaggers on the Saginaw Road overpass. Watch for roadside work crews and construction vehicles. This project will replace three bridges on I-5 between Cottage Grove and Creswell.
Updated: 07/02/2009 4:33 pm | I-5
MP 176.76 | Informational only; Commercial Vehicle Information
Details: I-5 MP 176 NB & SB (Saginaw East Rd) Effective July 6, 2009 the Saginaw East Rd. Bridge (crossing over I-5) will be closed. I-5 is not restricted. Estimated date of completion is September 3, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 178 to 178.2 | REST AREA
Closed
Comments: Southbound Gettings Creek Rest Area is closed from 4/13/2009 to 10/31/2009. Cabin Creek Rest Area is open 35 miles South on I-5.
Last Updated: 04/10/2009 07:14 am | I-5
MP 180.49 to 178.39 | Informational only; Commercial Vehicle Information
Details: I-5 MP 180.10 to MP 178.10 SB Effective March 29, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width between the hours of 8 PM and 1 PM Monday through Fridays. Estimated date of completion is August 1, 2009.
Updated: 07/03/2009 7:00 pm | 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 intermittent nighttime single-lane closures on I-5 at McKenzie River and for traffic controlled by flaggers throughout the project are. The I-5 SB off-ramp to EB Highway 58 has shifted north and is now just past 30th Avenue.
Updated: 07/02/2009 4:31 pm | I-5
MP 220 to 221 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , 2 Lanes (Northbound) Median , 2 Lanes
Comments: Watch for roadside crews and construction vehicles entering and exiting the travel lanes. Please drive carefully by the workzone area.
Updated: 06/29/2009 09:12 am | I-5
MP 233.14 to 233.59 | Informational only; Commercial Vehicle Information
Details: I-5 MP 233.12 to MP 233.34 NB (Albany) Effective July 27, 2009 this section of I-5 will restricted to 16 feet 00 in. in width & 15 feet 03 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion is August 18, 2009. In addition, beginning August 14, 2009 the NB off ramp to US20 will be restricted to 17 feet 00 in. in width. Estimated date of completion is September 21, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 233.3 to 232.94 | Informational only; Commercial Vehicle Information
Details: I-5 MP 233.12 to MP 233.34 SB (Albany) Effective July 27, 2009 this section of I-5 will restricted to 16 feet 00 in. in width & 15 feet 10 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion is August 18, 2009.
Updated: 07/03/2009 7:00 pm | 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: 06/26/2009 10:22 am | ORE22
MP 13.33 | Informational only; Commercial Vehicle Information
Details: OR22 MP 13.33 WB Ramps (Cascade Hwy) Effective September 8, 2008 the WB off ramp from OR22 to Cascade Hwy and the WB on ramp from Cascade Hwy to OR22 will be closed. Estimated date of completion is July 31, 2010. In addition beginning July 1,2008 through August 15, 2010 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.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | ORE22
MP 50.07 | Informational only; Information
Comments: Breitenbush Rd becomes Forest Service Road 46. For road conditions for this road, see the Forest Service web site.
Last Updated: 06/11/2009 10:59 am | ORE34
MP .13 | Informational only; Commercial Vehicle Information
Details: Old OR34 Van Buren St Bridge (Corvallis) MP 0.13 Willamette River (Van Buren Street) in Corvallis is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
Updated: 07/03/2009 7:00 pm | ORE36
MP 19.69 | Informational only; Commercial Vehicle Information
Details: OR36 MP 19.69 Steinhauer Creek OR36 Steinhauer Creek Bridge at MP19.69 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Weight Table 4.
Updated: 07/03/2009 7:00 pm | ORE38
MP 5.88 to 16.22 | Estimated delay under 20 minutes; Maintenance Work
Comments: Expect lane closures and occasional traffic control with flaggers for guardrail work, from Dean Creek to Scottsburg.
Updated: 07/03/2009 8:01 pm | ORE38
MP 10 to 13 | Estimated delay under 20 minutes; Construction Work
Comments: Expect traffic control with flaggers on both Charlotte Creek Bridge and Mill Creek bridges, Monday through Friday.
Updated: 07/03/2009 6:52 pm | ORE38
MP 32 to 38 | Estimated delay under 20 minutes; Construction Work
Comments: Expect intermittent, weekday, traffic control by flaggers in Elkton.
Updated: 07/03/2009 6:52 pm | ORE38
MP 50.25 to 57.13 | Informational only; Commercial Vehicle Information
Details: OR38 MP 51.20 to MP 57.38 EB & WB Effective June 22, 2009 this section of OR38 will be restricted to 16 feet 00 in. in width between the hours of 5:00 AM & 10:00 PM. Estimated date of completion is October 30, 2009.
Updated: 07/03/2009 7:00 pm | ORE38
MP 51 to 57 | Estimated delay under 20 minutes; Construction Work
Comments: Traffic control with flaggers and a pilot car for paving, from Rock Creek to I-5.
Updated: 07/03/2009 7:03 pm | ORE38
MP 57.01 to 50.25 | Informational only; Commercial Vehicle Information
Details: OR38 MP 51.20 to MP 57.38 EB & WB Effective June 22, 2009 this section of OR38 will be restricted to 16 feet 00 in. in width between the hours of 5:00 AM & 10:00 PM. Estimated date of completion is October 30, 2009.
Updated: 07/03/2009 7:00 pm | ORE58
MP .46 | Informational only; Commercial Vehicle Information
Details: OR58 MP 0.46 WB Ramp to SB I-5 Effective immediately WB OR58 Connection Ramp to SB I-5 is closed. A detour route for regular freight trucks using Cloverdale Rd. is signed. An alternate detour route for Oversize Loads is also available. Call OD Permits for more information. Estimated date of completion is September 1, 2009.
Updated: 07/03/2009 7:00 pm | ORE58
MP 31.39 | Informational only; Information
Comments: For current road conditions on Forest Service Road 19, see the Forest Service web site.
Last Updated: 05/29/2009 9:41 pm | ORE99
MP 20.37 to 28.22 | Informational only; Commercial Vehicle Information
Details: OR99E MP 20.60 to MP 28.20 (Hwy #058) NB & SB Effective April 30, 2008 this section of OR99E is restricted to 14 ft. 00 in. in width. Mobile homes with eaves are allowed. Estimated date of completion is November 30, 2009.
Updated: 07/03/2009 7:00 pm | ORE99
MP 28.22 to 20.37 | Informational only; Commercial Vehicle Information
Details: OR99E MP 20.60 to MP 28.20 (Hwy #058) NB & SB Effective April 30, 2008 this section of OR99E is restricted to 14 ft. 00 in. in width. Mobile homes with eaves are allowed. Estimated date of completion is November 30, 2009.
Updated: 07/03/2009 7:00 pm | ORE126
MP .8 to 1.51 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for occasional one-lane closures, for flaggers directing traffic, and for trucks entering and exiting the highway. Boaters should pay attention to the signs on the existing and work bridges. This project replaces the North Fork Siuslaw River Bridge, just east of Florence to meet current width, safety and earthquake sustainability standards.
Updated: 07/02/2009 4:31 pm | ORE126
MP 1.34 | Informational only; Commercial Vehicle Information
Details: OR126 Business WB MP 1.34 (Main St. Springfield) MP 1.34 Willamette River Bridge (1 mile east of I-5 in Springfield) 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: 07/03/2009 7:00 pm | ORE126
MP 7.05 to 26.35 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Watch for flaggers, day and night, directing traffic for regular one-lane closures. Expect up to 20 minute delays through October, 2009. Included in this project are paving, guardrail, retaining walls, signs, striping and bridge work.
Updated: 07/02/2009 4:34 pm | ORE138
MP 0 to 11 | Estimated delay under 20 minutes; Construction Work
Comments: Expect traffic control with flaggers and a pilot car for paving from Elkton to MP 11.
Updated: 07/03/2009 7:17 pm | ORE222
MP 1.2 to 5.1 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Work has resumed on Jasper Road. Occasional one-lane closures. Traffic should use Bob Straub Parkway to avoid delays. Watch for flaggers directing traffic and truck traffic. This project will make safety improvements on Jasper Road between Springfield and the town of Jasper.
Updated: 07/02/2009 4:32 pm | ORE229
MP 15.46 | Informational only; Commercial Vehicle Information
Details: OR229 MP 15.46 NB & SB (Crossing the Cedar Creek Bridge) Effective July 31, 2009 this section or OR229 crossing the Cedar Creek Bridge at MP 15.46 will be closed. Estimated date of completion is August 3, 2009.
Updated: 07/03/2009 7:00 pm | ORE241
MP .51 | Informational only; Commercial Vehicle Information
Details: OR241 MP 0.51 (Isthmus Slough) MP 0.51 Isthmus Slough (1/2 mile from US101) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
Updated: 07/03/2009 7:00 pm | ORE242
MP 89 to 62 | Seasonal Closure; Weather Impact
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Old McKenzie Highway open to pedestrians and bicycles from the east side only to Dee Wright Observatory. West side will be closed till mid-August
Last Updated: 06/30/2009 12:11 pm | ORE99E
MP 20.6 to 28.2 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 2 Lanes (Southbound) 2 Lanes
Comments: Road width limited to 16 ft wide loads use another route. Paving starts Monday, June 22nd lasting for 2 weeks. Flaggers controlling traffic.
Updated: 06/29/2009 09:10 am | US20
MP 14.68 to 27.75 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) All Lanes , Shoulder (Eastbound) All Lanes , Shoulder
Comments: Earthwork at MP 25 has the WB lane closed with 24-hour flagging and pilot car. Blasting and heavy equipment crossing may cause additional delays.
Updated: 06/26/2009 09:16 am | US20
MP 15.69 | Informational only; Commercial Vehicle Information
Details: US20 (Hwy #033) MP 15.69 at Elk City Rd EB & WB Effective July 6, 2009 this section of US20 will be restricted to 13 feet 06 in. in width. In addition Elk City Rd will be closed to all traffic. Estimated date of completion is July 21, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | US20
MP 51.31 to 55.75 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 2 Lanes (Eastbound) 2 Lanes
Comments: Contractor starts pavement work Monday night, June 15th. Work hours will be 6 PM to 6 AM Monday thru Thursday. Flaggers will control traffic. Work will start at the east end of Philomath first and then they will start work at US20 over-crossing with Highway 99.
Updated: 06/29/2009 09:12 am | US97
MP 169.7 to 185.6 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews and vehicles will be paving the highway at night between 6 pm to 6 am, Sunday through Friday. Slow down and use caution. Hooker Creek will conduct cold plane pavement removal and HMAC inlay paving on US97 between MP 169 and MP 186 on north and southbound lanes. Grinding and paving will begin this week. Motorist can expect up to 20 minute delays.
Updated: 06/29/2009 11:29 am | US101
MP 155.16 to 155.85 | Informational only; Construction Work
Lanes Affected: (Northbound) 2 Lanes (Southbound) 2 Lanes
Comments: Contractor will be below the bridge removing paint and recoating steel. One north bound lane is closed. Delays are not expected.
Updated: 06/29/2009 09:11 am | US101
MP 190.98 | Informational only; Commercial Vehicle Information
Details: US101 MP 190.98 Siuslaw River/Florence Effective March 17, 2003 at MP 190.98 Siuslaw River Bridge in Florence 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: 07/03/2009 7:00 pm | US101
MP 191 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Watch for occasional one-lane closures at night. Watch for flaggers directing traffic and for trucks in the project area. The project includes major structural, mechanical and electrical upgrades to the 1936-built Siuslaw River Bridge in Florence. At least one lift span will remain in operation for the duration of the project.
Updated: 07/02/2009 4:33 pm | US101
MP 198.53 to 210.22 | Estimated delay under 20 minutes; Construction Work
Comments: Expect intermittent lane closures for paving from Gardiner to the Lane county line.
Updated: 07/03/2009 6:32 pm | US101
MP 211 to 217 | Estimated delay under 20 minutes; Construction Work
Comments: Expect traffic control with flaggers, day and night, from Reedsport to Winchester Bay for paving.
Updated: 07/03/2009 6:33 pm | US101
MP 216.71 to 211.35 | Informational only; Commercial Vehicle Information
Details: US101 MP 211.42 to MP 216.95 NB & SB (Reedsport) Effective June 1, 2009, this section of US101 will be restricted to 18 feet 00 in. in width. Estimated date of completion is June 5, 2009. Beginning June 22, 2009 this section of US101 will be restricted to 18 feet 00 in. in width. Estimated date of completion is June 26, 2009.
Updated: 07/03/2009 7:00 pm | US101
MP 233.47 to 234.5 | Estimated delay under 20 minutes; Construction Work
Comments: Expect intermittent weeknight single-lane closures on the McCullough Bridge for maintenance work.
Updated: 07/03/2009 6:14 pm | Central Oregon Road Conditions by RouteORE19
MP 118.22 to 119.46 | Informational only; Commercial Vehicle Information
Details: OR19 (Goose Rock Bridge) MP 118.59 to MP 119.46 NB & SB Effective April 6, 2009 this section of OR19 is restricted to 13 feet 00 in. in width. Estimated date of completion is October 28, 2011.
Updated: 07/03/2009 7:00 pm | ORE19
MP 119 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews replacing Goose Rock Bridge. Watch for trucks entering and exiting the highway. Use caution. Expect minor traffic delays with single lane travel controlled by temporary traffic signals.
Updated: 06/30/2009 11:55 am | ORE19
MP 119.46 | Informational only; Commercial Vehicle Information
Details: OR19 MP 119.46 Goose Rock Bridge MP 119.46 Goose Rock Bridge ( 5 miles north of US26) 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 straddle the centerline, do not exceed 25 MPH and are the only vehicle on the bridge. Certified flaggers are required to stop traffic.
Updated: 07/03/2009 7:00 pm | ORE27
MP 1.9 | Informational only; Commercial Vehicle Information
Details: OR27 Irrigation Ditch at MP 1.90 This bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Weight Table 4.
Updated: 07/03/2009 7:00 pm | ORE27
MP 2.88 | Informational only; Commercial Vehicle Information
Details: OR27 Irrigation Ditch at MP 2.88 This bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Weight Table 4.
Updated: 07/03/2009 7:00 pm | ORE27
MP 4.62 | Informational only; Commercial Vehicle Information
Details: OR27 Irrigation Ditch at MP 4.59 This bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Weight Table 4.
Updated: 07/03/2009 7:00 pm | ORE27
MP 27.23 | Informational only; Commercial Vehicle Information
Details: OR27 MP 27.23 Bear Creek OR27 MP27.23 Bear Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW; Weight Table 2.
Updated: 07/03/2009 7:00 pm | ORE31
MP 60 to 68 | Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 2 Lanes , Shoulder (Southbound) 2 Lanes , Shoulder
Comments: Maintenance crews and vehicles will be stripingthe highway. Flaggers and pilot car will control traffic. Slow down and use caution. ODOT will be striping both lanes of the highway.
Updated: 06/30/2009 3:09 pm | ORE78
MP .7 | Future Event: Estimated delay under 20 minutes; Construction Work
Expected Start Date: 7/12/2009 1:19:00 PM
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews replacing Silvies Slough Bridge. Watch for trucks entering and exiting the highway. Use caution. Minor delays to traffic with single lane travel controlled with temporary traffic signals.
Updated: 06/29/2009 1:07 pm | ORE242
MP 89 to 62 | Seasonal Closure; Weather Impact
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Old McKenzie Highway open to pedestrians and bicycles from the east side only to Dee Wright Observatory. West side will be closed till mid-August
Last Updated: 06/30/2009 12:11 pm | 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: 07/03/2009 7:00 pm | ORE402
MP 13.9 | Informational only; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: There is a bridge detour in place. The detour is single lane but will not cause any delay to traffic. Please use caution in workzone. Bridge restricted to 12 ft. 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 06/15/2009 1:58 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 October 31, 2009.
Updated: 07/03/2009 7:00 pm | US20
MP 83 to 128 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews will be doing paving and bridge repair. Flaggers and pilot cars will control traffic at intermittent locations. Some night work is possible. Up to 20 minute delays, single lane travel, loose rock on the roadway.
Updated: 06/12/2009 2:08 pm | US20
MP 103.67 to 104.23 | Informational only; Commercial Vehicle Information
Details: US20 (Hwy #007) MP 103.60 to MP 104.27 EB & WB (Riley) Effective June 22, 2009, this section of US20 will be restricted to 11 feet 00 in. in width between the hours of 9 PM & 5:30 AM. Loads that exceed 11 feet 00 in. in width will be accommodated 1/2 hour before sunrise and 1/2 hour after sunset. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | US20
MP 104.23 to 103.67 | Informational only; Commercial Vehicle Information
Details: US20 (Hwy #007) MP 103.60 to MP 104.27 EB & WB (Riley) Effective June 22, 2009, this section of US20 will be restricted to 11 feet 00 in. in width between the hours of 9 PM & 5:30 AM. Loads that exceed 11 feet 00 in. in width will be accommodated 1/2 hour before sunrise and 1/2 hour after sunset. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 34 to 37.5 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews will be working on bridges until the end of August 2009. Please use caution and watch for workers in construction zone. During the week of June 22nd - June 28th, traffic will be controlled by temporary signals and will be running on the detour bridges. The contractor will be constructing the new bridges at MP 34 and 37.4. There will be no delays to the traveling public.
Updated: 06/19/2009 11:15 am | US26
MP 65.631 | Informational only; Commercial Vehicle Information
Details: US26 (Ochoco Hwy) MP 65.63 (Mitchell) Effective June 27, 2003 at MP 65.63 near east city limits of Mitchell crossing over Bridge Creek 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: 07/03/2009 7:00 pm | US26
MP 154 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Curb, sidewalk and storm drain system work being done in the city of Mt. Vernon. Flaggers present, expect delays. Please drive with caution.
Updated: 06/29/2009 3:40 pm | US26
MP 154.07 to 156.79 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #005 - near Mt. Vernon) MP 154.98 to Mp 156.52 EB & WB Effective April 6, 2009 this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 28, 2011.
Updated: 07/03/2009 7:00 pm | US26
MP 155.75 | Informational only; Commercial Vehicle Information
Details: US26 MP 155.75 (west of John Day) US26 Coles Bridge at MP155.75 west of John Day is not eligible for single trip permits beyond Weight Table 5.
Updated: 07/03/2009 7:00 pm | US26
MP 156.79 to 154.07 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #005 - near Mt. Vernon) MP 154.98 to Mp 156.52 EB & WB Effective April 6, 2009 this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 28, 2011.
Updated: 07/03/2009 7:00 pm | US26
MP 157 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews are working the bridge. Watch for trucks entering and exiting the highway. Single lane traffic controlled with temporary signals.
Updated: 06/26/2009 11:19 am | US97
MP 103 to 104 | Future Event: Estimated delay under 20 minutes; Construction Work
Expected Start Date: 7/6/2009
Comments: Crews will be widening the road to accomodate a center turn refuge for North and South turning lanes, also to include right turn refuge Southbound. No lane closures allowed:
Weekdays - Between the hours of 11:00 AM and 6:00 PM Monday through Thursday. Between 11:00 AM and 3:00 PM Friday.
Weekends - Between 3:00 PM on Friday and midnight on Sunday.
Updated: 06/30/2009 3:17 pm | US97
MP 113.4 to 119 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Watch for Construction crews and vehicles working on the highway. Slow down and use caution in the work zone. Full reconstruct from Wimp Way to Lower Bridge rd. Grind out inlay from Lower Bridge rd. to Redmond Reroute. New sidewalks, curbs and drainage facilities through Terrebonne. No lane closures btwn 11:00am and 6:pm Monday thru Thurs. Btwn 11am and 3pm Friday. Wknds: btwn 3pm Friday thru midnight on Sunday. No closures between July 29 and August 1 due to the Deschutes County Fair.
Updated: 06/26/2009 2:45 pm | US97
MP 133.11 to 141.87 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction started on retrofits to sidewalk ramps. There will be temporary closures. Motorists and pedestrians use alternate routes as posted. Night work continues 8PM-6AM, Sunday night through Friday morning with single lane closures. Motorists will also see crews working along the highway during the day. There should be minimal delays to traffic.
Updated: 06/29/2009 10:56 am | US97
MP 149.2 to 153 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Watch for construction crews and vehicles entering and exiting on the highway. Slow down and use caution in the work zone. Knife River will be constructing two northbound lanes separated by median from two southbound lanes on US97 between mile posts 149 and 153. Frontage road will be constructed from Benham Falls Rd. south to Cottonwood Rd to provide access to Lava River Caves and Lava Lands. Two wildlife undercrossings will be constructed beneath north and southbound lanes, one between Cottonwood and S. Century, and the other at Crawford Rd. NB on and off ramps will be added to Cottonwood Rd. exit, as well as a northbound overpass over Cottonwood Rd. The northbound off ramp at Cottonwood will be closed beginning July 20. There should be no delays to the traveling public.
Updated: 06/29/2009 11:01 am | US97
MP 169.7 to 185.6 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews and vehicles will be paving the highway at night between 6 pm to 6 am, Sunday through Friday. Slow down and use caution. Hooker Creek will conduct cold plane pavement removal and HMAC inlay paving on US97 between MP 169 and MP 186 on north and southbound lanes. Grinding and paving will begin this week. Motorist can expect up to 20 minute delays.
Updated: 06/29/2009 11:29 am | East Oregon Road Conditions by RouteI-84
MP 317.77 to 327.43 | Informational only; Commercial Vehicle Information
Details: I-84 MP 318.13 to MP 327.48 EB & WB Effective April 1, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. The estimated completion date is October 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 318 to 327 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) 1 Lane (Eastbound) 1 Lane
Comments: Traffic is restricted to 17 ft. widths, intermittent lane closures during bridge construction. Alternate lane closures both directions. Minor delays.
Updated: 06/30/2009 09:22 am | I-84
MP 326.24 to 317.59 | Informational only; Commercial Vehicle Information
Details: I-84 MP 318.13 to MP 327.43 EB & WB Effective April 1, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 331.53 | Informational only; Commercial Vehicle Information
Details: I-84 MP 332.70 to 333.22 EB & WB Effective April 1, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 332.001 | Informational only; Commercial Vehicle Information
Details: I-84 MP 332.70 to 333.22 EB & WB Effective April 1, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 335.96 | Informational only; Commercial Vehicle Information
Details: I-84 MP 336.44 to MP 336.93 EB & WB Effective April 1, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 336.01 | Informational only; Commercial Vehicle Information
Details: I-84 MP 336.44 to MP 336.93 EB & WB Effective April 1, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | I-84
MP 340 to 347 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Bridge replacement. Alternating lanes of traffic with16ft width restrictions. I 84 at Lime Interchange EB off ramp exit 342 is closed until 2010. Drivers going to Lime on I 84 east are directed to drive east for three miles, take Exit 345, cross I-84, and drive WB to Lime on U.S. 30 (Huntington Highway). I-84 traffic at the Lime interchange is reduced to one lane in each direction with 19-foot width restrictions. Watch for roadside construction crews and construction vehicles in the work zone.
Huntington Highway (Old U.S. 30) at mile post 4 : Watch for roadside construction crews and construction vehicles in the work zone. Expect alternating one-way traffic controlled by signals. Overall width will be limited to 16 feet.
Updated: 06/26/2009 11:21 am | I-84
MP 340.26 to 342.92 | Informational only; Commercial Vehicle Information
Details: I-84 MP 340 to MP 343 EB & WB (Lime) Effective March 17, 2008 this section of I-84 is restricted to 16 ft. 00 in. in width both EB and WB. In addition the EB Exit 342 will be closed. The detour route for loads accessing Lime will be to use Exit 345 to US30. Estimated date of completion is March 31, 2010.
Updated: 07/03/2009 7:00 pm | I-84
MP 342.92 to 340.24 | Informational only; Commercial Vehicle Information
Details: I-84 MP 340 to MP 343 EB & WB (Lime) Effective March 17, 2008 this section of I-84 is restricted to 16 ft. 00 in. in width both EB and WB. In addition the EB Exit 342 will be closed. The detour route for loads accessing Lime will be to use Exit 345 to US30. Estimated date of completion is March 31, 2010.
Updated: 07/03/2009 7:00 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 to 42.31 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Construction to replace the Rancheria and Salisbury bridges is underway.
Expect traffic delays of up to 20 minutes Monday thru Thursday.
Updated: 07/02/2009 4:19 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: 07/03/2009 7:00 pm | ORE7
MP 42.31 | Informational only; Commercial Vehicle Information
Details: OR7 MP 42.31 Powder River (Salisbury) Effective October 6, 2003 at MP 42.31 Powder River (Salisbury, just east of the junction with OR245) 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads
Updated: 07/03/2009 7:00 pm | ORE7
MP 50.46 to 50.65 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) 1 Lane (Northbound) 1 Lane
Comments: Contractor working on pavement, drainage, bridge rail, handicap ramp at the railroad crossing. Detours in place. Detours will be in place and traffic controlled by flaggers while the Dewey St bridge undergoes repair work and pavement reconstruction.
Updated: 06/08/2009 1:03 pm | ORE78
MP .7 | Future Event: Estimated delay under 20 minutes; Construction Work
Expected Start Date: 7/12/2009 1:19:00 PM
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews replacing Silvies Slough Bridge. Watch for trucks entering and exiting the highway. Use caution. Minor delays to traffic with single lane travel controlled with temporary traffic signals.
Updated: 06/29/2009 1:07 pm | US20
MP 264.43 to 264.89 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews will be paving the new left turn lane on Columbia Avenue. Temporary traffic signals and flaggers will direct traffic through the work zone.
Updated: 06/12/2009 3:39 pm | US20
MP 266.3 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Crews will be constructing a new railroad undercrossing in Nyssa. A temporary traffic signal has been installed to control traffic flow.
Updated: 06/12/2009 2:13 pm | US20
MP 266.39 | Informational only; Commercial Vehicle Information
Details: US20/US26 (Hwy #007) MP 266.390 EB & WB (Nyssa) Effective July 20, 2009 this section of US20/US26 crossing the Nyssa Rail Road will be closed between the hours of 6 PM & 6 AM. Estimated date of completion is July 21, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 154 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Curb, sidewalk and storm drain system work being done in the city of Mt. Vernon. Flaggers present, expect delays. Please drive with caution.
Updated: 06/29/2009 3:40 pm | US26
MP 154.07 to 156.79 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #005 - near Mt. Vernon) MP 154.98 to Mp 156.52 EB & WB Effective April 6, 2009 this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 28, 2011.
Updated: 07/03/2009 7:00 pm | US26
MP 155.75 | Informational only; Commercial Vehicle Information
Details: US26 MP 155.75 (west of John Day) US26 Coles Bridge at MP155.75 west of John Day is not eligible for single trip permits beyond Weight Table 5.
Updated: 07/03/2009 7:00 pm | US26
MP 156.79 to 154.07 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #005 - near Mt. Vernon) MP 154.98 to Mp 156.52 EB & WB Effective April 6, 2009 this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 28, 2011.
Updated: 07/03/2009 7:00 pm | US26
MP 157 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction crews are working the bridge. Watch for trucks entering and exiting the highway. Single lane traffic controlled with temporary signals.
Updated: 06/26/2009 11:19 am | US26
MP 186 to 189 | 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 culverts along five bridges east of Austin. Watch for trucks enterining and exiting the highway. Use caution. Minor delays, single lane travel controlled with temporary traffic signals.
Updated: 06/30/2009 09:03 am | US26
MP 265.25 to 266.71 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #005) MP 265.25 to MP 266.48 EB & WB (N of Vale) Effective July 7, 2009, this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is September 12, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 266.71 to 265.25 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #005) MP 265.25 to MP 266.48 EB & WB (N of Vale) Effective July 7, 2009, this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is September 12, 2009.
Updated: 07/03/2009 7:00 pm | US30
MP .46 | Informational only; Commercial Vehicle Information
Details: US30 (Huntington Hwy) MP 0.46 Effective September 11, 2003 at MP 0.46 Lime Bridge in Lime just off I-84 is restricted to 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1
Updated: 07/03/2009 7:00 pm | US30
MP 2.75 | Informational only; Commercial Vehicle Information
Details: US30 (Huntington Hwy) MP 2.75 Effective September 11, 2003 at MP 2.75 Burnt River Bridge (2.75 miles south of the I-84)is restricted to 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1
Updated: 07/03/2009 7:00 pm | US30
MP 4.56 | Informational only; Commercial Vehicle Information
Details: US30 (Huntington Highway #449) MP 3.80 to 4.00 Effective March 2, 2009 this section of US30 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 16, 2009.
Updated: 07/03/2009 7:00 pm | Southwest Oregon Road Conditions by RouteI-5
MP 10 to 17 | Informational only; Construction Work
Comments: Watch for construction traffic entering and leaving the work zones. This is for bridge work in the Ashland area. Project completion is expected to be in 2010.
Updated: 07/03/2009 5:46 pm | I-5
MP 27 to 28 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Expect intermittent lane closures, Monday through Friday. The new NB on ramp is open. The Bear Creek bridge on Barnett Road won't close until after the new interchange is open; this is scheduled for after the 4th of July.
Updated: 07/03/2009 5:40 pm | I-5
MP 27.6 to 18.39 | Informational only; Commercial Vehicle Information
Details: I-5 MP 18.50 to MP 27.10 SB Effective June 19, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width and 16 feet 03 in. in height between the hours of 9 PM & 8 AM. Estimated date of completion is July 10, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 35.7 to 36.6 | Estimated delay under 20 minutes; Construction Work
Comments: Watch for SB off ramp lane shifts to new pavement, and changes in the traffic control signs. SB I-5 off-ramp traffic will have a stop sign at the intersection of Willow Spring. Posted speed is 55 MPH on I 5 and 35 MPH on Blackwell Road.
Updated: 07/03/2009 5:46 pm | I-5
MP 55 to 61 | ON RAMP
Informational only; Construction Work
Comments: Expect daytime single lane closures on the Parkway under I-5 throughout the week and traffic control with flaggers.
Updated: 07/03/2009 6:13 pm | I-5
MP 58.25 to 66.64 | Informational only; Commercial Vehicle Information
Details: I-5 MP 58.20 to MP 67.10 NB & SB Effective May 18, 2009 this section of I-5 will be restricted to 15 feet 00 in. in width between the hours of 7 PM and 7:00 AM. In addition the height will be restricted to 16 feet 09 in. in height. Estimated date of completion is September 30, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 66.55 to 58.18 | Informational only; Commercial Vehicle Information
Details: I-5 MP 58.20 to MP 67.10 NB & SB Effective May 18, 2009 this section of I-5 will be restricted to 15 feet 00 in. in width between the hours of 7 PM and 7:00 AM. In addition the height will be restricted to 16 feet 09 in. in height. Estimated date of completion is September 30, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 67.1 to 58.2 | Informational only; Construction Work
Comments: Watch for construction equipment as crews prepare for paving from North Grants Pass to Jump Off Joe Bridge.
Updated: 07/03/2009 5:05 pm | I-5
MP 81.08 to 90.2 | Informational only; Commercial Vehicle Information
Details: I-5 MP 81.40 to 89.60 NB Effective June 28, 2009 the following on & off ramps will be intermittently closed between the hours of 6 AM & 6 PM: Barton Rd Exit 83; Quines Creek Rd Exit 86; Azalea Exit 88. Estimated date of completion is July 25, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 81.4 to 112.5 | Estimated delay under 20 minutes; Construction Work
Comments: Expect intermittent shoulder closures day and night, for paving the on and off ramps . Message boards are posted with closures and alternate routes.
Updated: 07/03/2009 6:51 pm | I-5
MP 98.1 to 112.13 | Informational only; Commercial Vehicle Information
Details: I-5 MP 97.90 to MP 112.50 NB Effective June 14, 2009 the following on & off ramps will be closed between the hours of 6 PM & Noon the following day. Estimated date of completion is July 18, 2009. Ramps closed: Canyonville (to 1ST & 5Th St) Exit 98; North Canyonville Exit 99; Stanton Park/Yokum Exit 101; Gazley Bridge Exit 102; Riddle/Pruner Rd Exit 103; Weaver Rd Exit 106; Myrtle Creek/DC386 (Old OR99) Exit 108.
Updated: 07/03/2009 7:00 pm | I-5
MP 103 to 105.4 | Estimated delay under 20 minutes; Construction Work
Comments: Expect NB, daytime, single lane closures. Use caution and watch for roadside crews and heavy equipment. So Umpqua River Bridge, (Missouri Bottom Br) and Riddle interchange, (Pruner rd); bridge replacements.
Updated: 07/03/2009 6:45 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: 07/03/2009 7:00 pm | I-5
MP 112.48 to 98.73 | Informational only; Commercial Vehicle Information
Details: I-5 MP 97.90 to MP 112.50 SB Effective June 14, 2009 the following on & off ramps will be closed between the hours of 6 PM & Noon the following day. Estimated date of completion is July 18, 2009. Ramps closed: Myrtle Creek/DC386 (Old OR99) Exit 108; Weaver Rd Exit 106; Riddle/Pruner Rd Exit 103; Gazley Bridge Exit 102; Stanton Park/Yokum Exit 101; North Canyonville Exit 99; Canyonville (to 1ST & 5Th St) Exit 98.
Updated: 07/03/2009 7:00 pm | ORE62
MP 29 to 35 | Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Traffic control with flaggers, weekdays, 6 AM to 6 PM, for chip sealing. Reduce speeds and watch for flying rock. This is a maintenance crew project.
Updated: 06/27/2009 11:31 pm | ORE66
MP 6 to 7 | Estimated delay under 20 minutes; Construction Work
Comments: Expect traffic with flaggers and watch for contruction equipment. This project is to replace a culvert at MP 6.6 on Greensprings Hwy. There will be minor delays as crews construct a short detour route.
Updated: 07/03/2009 7:39 pm | ORE66
MP 6.46 to 6.66 | Informational only; Commercial Vehicle Information
Details: OR66 MP 6.56 to MP 6.76 EB & WB (East of Ashland) Effective June 29, 2009, this section of OR66 will be restricted to 14 feet 00 in. in width. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | ORE66
MP 6.66 to 6.46 | Informational only; Commercial Vehicle Information
Details: OR66 MP 6.56 to MP 6.76 EB & WB (East of Ashland) Effective June 29, 2009, this section of OR66 will be restricted to 14 feet 00 in. in width. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | ORE99
MP 0 to 1.41 | Estimated delay under 20 minutes; Construction Work
Comments: Expect daytime single lane closures landscape and finish work, from south Y to Fruitdale Creek. Local traffic can use Fruitdale Ave. as an alternate route to U.S. 199.
Updated: 07/03/2009 5:55 pm | ORE140
MP 10.5 | Informational only; Construction Work
Comments: No traffic delays expected as crews are doing erosion control work at the Lost River Wetlands.
Updated: 07/03/2009 7:20 pm | ORE140
MP 30.9 to 41.4 | Informational only; Construction Work
Comments: There is no work expected this week. This project is from Summit Snow Park Rd - Fourmile Flat Rd.
Updated: 07/03/2009 7:18 pm | ORE238
MP 1 to 4 | Estimated delay under 20 minutes; Construction Work
Comments: Expect minor delays with lane closures, for road work. This is from the South Y to Jaynes Drive.
Updated: 07/03/2009 5:48 pm | US97
MP 219 to 231 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) , Shoulder (Southbound) , Shoulder
Comments: Watch for construction crews working along the shoulders of the highway. Slow down and use caution. Minor delays expected. This Project will construct passing lanes on US 97 between MP 219.58 to MP 231.91.
Updated: 07/01/2009 2:28 pm | US97
MP 245.32 to 275.9 | Estimated delay under 20 minutes; Construction Work
Comments: Shoulder work for sign installations, with occasional minor delays.
Updated: 07/03/2009 7:19 pm | US101
MP 317 | Estimated delay under 20 minutes; Construction Work
Comments: Watch for intermittent weekday lane closures with flaggers for traffic control at Euchre Creek Bridge. The Euchre Creek access road at the N end of the bridge will be closed for 3 months. A signed detour will be posted.
Updated: 07/03/2009 6:19 pm | US101
MP 336.94 to 337.97 | Informational only; Commercial Vehicle Information
Details: US101 MP 336.93 (South of Gold Beach) NB & SB Effective May 11, 2009 this section of US101 will be restricted to 14 feet 00 in. in width. Mobile homes with eaves allowed. Estimated date of completion is June 19, 2009. Beginning June 20, 2009 this section of US101 will be restricted to 16 feet 00 in in width. Estimated date of completion is August 11, 2009.
Updated: 07/03/2009 7:00 pm | US101
MP 337 | Estimated delay under 20 minutes; Construction Work
Comments: Traffic over Myers Creek bridge is reduced to a single lane, until October. Temporary signals are in operation on the bridge.
Updated: 07/03/2009 6:15 pm | US101
MP 337.97 to 336.94 | Informational only; Commercial Vehicle Information
Details: US101 MP 336.93 (South of Gold Beach) NB & SB Effective May 11, 2009 this section of US101 will be restricted to 14 feet 00 in. in width. Mobile homes with eaves allowed. Estimated date of completion is June 19, 2009. Beginning June 20, 2009 this section of US101 will be restricted to 16 feet 00 in in width. Estimated date of completion is August 11, 2009.
Updated: 07/03/2009 7:00 pm | US101
MP 357 to 362 | Estimated delay under 20 minutes; Construction Work
Comments: Constitution Way is closed until September 2, with posted detour signs. Watch for construction machinery on US 101 shoulder. At MP 361 construction is set to begin on a new weigh station in late July.
Updated: 07/03/2009 6:30 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: 07/03/2009 7:00 pm | US199
MP 7 | Informational only; Construction Work
Comments: Expect intermittent lane closures on the Applegate Bridge from 7 pm to 6 am.
Updated: 07/03/2009 5:05 pm | South Oregon Road Conditions by RouteORE31
MP 60 to 68 | Estimated delay under 20 minutes; Maintenance Work
Lanes Affected: (Northbound) 2 Lanes , Shoulder (Southbound) 2 Lanes , Shoulder
Comments: Maintenance crews and vehicles will be stripingthe highway. Flaggers and pilot car will control traffic. Slow down and use caution. ODOT will be striping both lanes of the highway.
Updated: 06/30/2009 3:09 pm | ORE140
MP 10.5 | Informational only; Construction Work
Comments: No traffic delays expected as crews are doing erosion control work at the Lost River Wetlands.
Updated: 07/03/2009 7:20 pm | ORE140
MP 34.43 to 54.11 | Estimated delay under 20 minutes; Construction Work
Comments: Expect traffic control with flaggers and pilot cars during daylight hours. This is the Modoc Billy CR-Fish Hole Cr project.
Updated: 07/03/2009 7:21 pm | US97
MP 219 to 231 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) , Shoulder (Southbound) , Shoulder
Comments: Watch for construction crews working along the shoulders of the highway. Slow down and use caution. Minor delays expected. This Project will construct passing lanes on US 97 between MP 219.58 to MP 231.91.
Updated: 07/01/2009 2:28 pm | US97
MP 245.32 to 275.9 | Estimated delay under 20 minutes; Construction Work
Comments: Shoulder work for sign installations, with occasional minor delays.
Updated: 07/03/2009 7:19 pm | US395
MP 127.5 to 145.09 | Estimated delay under 20 minutes; Construction Work
Comments: Expect minor delays for work on the shoulders. Industrial Lane to Lakeview project. MP 127.5 -128.18, and MP 142.64 - 145.09.
Updated: 07/03/2009 7:23 pm | Southeast Oregon Road Conditions by RouteNo adverse road conditions reported at this time. | City of Bend Road Conditions by RouteUS97
MP 133.11 to 141.87 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Construction started on retrofits to sidewalk ramps. There will be temporary closures. Motorists and pedestrians use alternate routes as posted. Night work continues 8PM-6AM, Sunday night through Friday morning with single lane closures. Motorists will also see crews working along the highway during the day. There should be minimal delays to traffic.
Updated: 06/29/2009 10:56 am | City of Eugene Road Conditions by RouteI-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 intermittent nighttime single-lane closures on I-5 at McKenzie River and for traffic controlled by flaggers throughout the project are. The I-5 SB off-ramp to EB Highway 58 has shifted north and is now just past 30th Avenue.
Updated: 07/02/2009 4:31 pm | ORE58
MP .46 | Informational only; Commercial Vehicle Information
Details: OR58 MP 0.46 WB Ramp to SB I-5 Effective immediately WB OR58 Connection Ramp to SB I-5 is closed. A detour route for regular freight trucks using Cloverdale Rd. is signed. An alternate detour route for Oversize Loads is also available. Call OD Permits for more information. Estimated date of completion is September 1, 2009.
Updated: 07/03/2009 7:00 pm | ORE126
MP 1.34 | Informational only; Commercial Vehicle Information
Details: OR126 Business WB MP 1.34 (Main St. Springfield) MP 1.34 Willamette River Bridge (1 mile east of I-5 in Springfield) 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: 07/03/2009 7:00 pm | ORE222
MP 1.2 to 5.1 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Work has resumed on Jasper Road. Occasional one-lane closures. Traffic should use Bob Straub Parkway to avoid delays. Watch for flaggers directing traffic and truck traffic. This project will make safety improvements on Jasper Road between Springfield and the town of Jasper.
Updated: 07/02/2009 4:32 pm | City of La Grande Road Conditions by RouteI-84
MP 260 to 265 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) , Shoulder (Eastbound) , Shoulder
Comments: Maintenance crews working on the highway. Construction crews replacing guardrails. Signs and barriers for traffic.
Updated: 06/26/2009 12:28 pm | City of Medford Road Conditions by RouteI-5
MP 27 to 28 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Expect intermittent lane closures, Monday through Friday. The new NB on ramp is open. The Bear Creek bridge on Barnett Road won't close until after the new interchange is open; this is scheduled for after the 4th of July.
Updated: 07/03/2009 5:40 pm | Portland Metro Road Conditions by Route99
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: 07/03/2009 7:00 pm | I-5
MP 286.45 to 286.15 | Informational only; Commercial Vehicle Information
Details: I-5 Exit 286 SB on ramps at Elligsen Rd Effective June 28, 2009 the on ramps to I-5 SB from Elligsen Rd Exit 286 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 2, 2009. In addition, effective July 12, 2009 the on ramps to I-5 SB from Elligsen Rd Exit 286 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 17, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 289.95 to 283 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane and ramps closures on I-5 during the week of July 6-11 from 7:30 p.m. to 6 a.m. A contractor is working on a 7-mile paving project on I-5 between the Tualatin River and Willamette River in Wilsonville. Work includes widening the Nyberg Rd. off-ramp from I-5 south, adding auxiliary lanes on I-5 northbound from the Boone Bridge (Willamette River Bridge) to the Wilsonville Rd. off-ramp and
from I-205 southbound to I-5 southbound to the Elligsen Rd. off-ramp, and building a new sound wall along I-5 south in Tualatin. Lane closures and ramp closures will take place at night primarily weeknights from 7:30 p.m. to 6 a.m.
For the week of Monday, July 6, through, July 10, the contactor will install temporary signs and perform water quality work throughout the project area. This work will require daytime shoulder closures.
During nighttime work hours, the contractor will perform pavement repairs, excavation, paving for shoulder widening and ramp paving. The pavement work will require lane closures on I-5 northbound from Wilsonville to Tualatin. The contractor will begin closing lanes at 7:30 p.m. each night. All lanes will be open by 6 a.m. the following morning. The on and off-ramps to Wilsonville Road will be closed intermittently each night between 10 p.m. and 5 a.m. (7 a.m. Saturday mornings).
Please be alert to enhanced police traffic patrols in the I-5 Preservation work area.
Updated: 07/02/2009 12:32 pm | I-5
MP 301.09 | Informational only; Commercial Vehicle Information
Details: I-5 MP 301.09 SB (Crossing under Morrison Street Bridge) Effective June 28, 2009 this section of I-5 crossing under the Morrison Bridge will be restricted to 13 feet 00 in. in width & 15 feet 01 in. in height between the hours of 10 PM & 5 AM. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-5
MP 305 to 307 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane closures on I-5 for the week of July 4-11. Beaware of travel lanes alignment changes. A contractor is working on a project to widen I-5 between Victory Boulevard and Lombard Street. The 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 between 8 p.m. and 5 a.m.
The contractor has shifted northbound traffic to southbound lanes to begin working on the northbound bridge structure. During the week of July 6, through July 10, the contractor will perform paving and striping operations on I-5. This work will require single lane closures on I-5 Monday through Thursday, from 11 p.m. to 5 a.m. each night.
During daytime work hours there will be periodic lane closures on Schmeer Road, Columbia Boulevard and the Columbia Boulevard to I-5 southbound on-ramp. Watch for shoulder closures on the northbound I-5 Victory Boulevard off-ramp. Flaggers will be on site to direct motorists and bicyclists.
Please be aware that work zone speed limits are enforced by enhanced police traffic patrols in the area.
Click the link below for more information.
Updated: 07/02/2009 12:00 pm | 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 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: 07/03/2009 7:00 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 to I-5 will be restricted to 17 ft. 00 in. in width. Estimated date of completion is October 31, 2010
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | I-205
MP 9.99 | Informational only; Commercial Vehicle Information
Details: I-205 Exit 10 NB to OR213 Effective July 6, 2009, the off ramp at exit 10 to OR213 will be closed between the hours of 10 PM & 5:30 AM. Estimated date of completion is July 10, 2009.
Updated: 07/03/2009 7:00 pm | I-205
MP 10.32 | Informational only; Commercial Vehicle Information
Details: I-205 Exit 10 SB on & off ramps at OR213 Effective June 29, 2009, the on & off ramps at exit 10 will be closed between the hours of 10 PM & 5:30 AM. The authorized detour route for the off ramp closure is to take exit 9 to OR99E, cross under the freeway & re-enter I-205 NB to exit 10. The authorized detour route for the on ramp closure is to enter I-205 NB at exit 10, take exit 11 to 82nd Dr, cross over the freeway & re-enter I-205 SB. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-205
MP 10.46 | Informational only; Commercial Vehicle Information
Details: I-205 NB on-ramp from OR213 Effective July 15, 2009 the on-ramp from OR213 to I-205 will be closed between the hours of 10 PM & 5:30 AM. Estimated date of completion is July 18, 2009.
Updated: 07/03/2009 7:00 pm | I-205
MP 12.94 to 16.57 | Informational only; Commercial Vehicle Information
Details: I-205 MP 13.00 to MP 16.57 NB Effective June 21, 2009 this section of I-205 will be restricted to 17 feet 02 in. in height between the hours of 8 PM and 5 AM. Estimated date of completion is June 26, 2009. Beginning June 27, 2009 this section of I-205 will be restricted to 17 feet 02 in. in height between the hours of 9 PM and 5 AM. Estimated date of completion is June 30, 2009.
Updated: 07/03/2009 7:00 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 Foster Road due to TriMet's light-rail project. 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: 06/30/2009 12:57 pm | I-205
MP 16.57 to 12.89 | Informational only; Commercial Vehicle Information
Details: I-205 MP 13.00 to MP 16.57 SB Effective June 21, 2009 this section of I-205 will be restricted to 16 feet 11 in. in height between the hours of 8 PM and 5 AM. Estimated date of completion is June 26, 2009. Beginning June 27, 2009 this section of I-205 will be restricted to 16 feet 11 in. in height between the hours of 9 PM and 5 AM. Estimated date of completion is June 30, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP .12 to 2.591 | Informational only; Commercial Vehicle Information
Details: I-405 MP 0 to MP 2.50 NB & SB Effective June 29, 2009, this section of I-405 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, during the same times, the height will be restricted to 15 feet 01 in. in height for NB loads, and 15 feet 08 in. in height for SB loads. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP 2.591 to 0 | Informational only; Commercial Vehicle Information
Details: I-405 MP 0 to MP 2.50 NB & SB Effective June 29, 2009, this section of I-405 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, during the same times, the height will be restricted to 15 feet 01 in. in height for NB loads, and 15 feet 08 in. in height for SB loads. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP 3.52 to .47 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane closures during the week of July 6-11. Work is under way on a project to repave Interstate 405 from the Fremont Bridge to the Marquam Bridge. Work includes repaving the ramps to and from I-405, relighting the freeway corridor and tunnels, and upgrading freeway signs. This work will require full directional weekend closures of I-405 later this summer and nighttime lane and ramp closures during the duration of the project.
For the week of Monday, July 6, through Friday, July 10, the contractor will install electrical conduit. This work will require daytime left and right shoulder closures in both directions on I-405. Night work will require multiple nighttime lane closures in both directions on I-405 starting at 7:30 p.m. to 5:30 a.m. the following morning. The closures will allow the contractor to perform measurements on the existing sign bridges.
Saturday night, July 11, the contractor will perform a paving test on S.W. Kelly Avenue east of Naito Parkway. This work will take place nightly from 8 p.m. to 9 a.m. Flaggers will control one-way traffic on S.W. Kelly Ave. during the work.
Please be alert to enhanced police traffic patrols in the I-405 Preservation work area.
Updated: 07/02/2009 12:31 pm | ORE43
MP 11.43 | Informational only; Commercial Vehicle Information
Details: OR43 MP 11.43 Arch Bridge Effective February 23, 2009 the Arch Bridge on OR43 at MP11.43 will be restricted to legal axle weights and a maximum of 28,000 lbs GVW. No commercial trucks allowed. Estimated date of completion is November 1, 2011.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | ORE213
MP 0 to 3.9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder (Southbound) Median , All Lanes , Shoulder
Comments: Paving will require nighttime ramp closures from I-205 northbound to Highway 213 the week of July 6-11. A contractor is working on a project to repave Highway 213 (Cascade Highway South) from Interstate 205 to Conway Drive in Oregon City. The work includes roadway repairs, repaving, new signs, and updated signals.
Monday, July 6 through Saturday, July 11, the contractor will pave the ramps from I-205 northbound to Highway 213. This work will require closing the Oregon 213/Park Place Molalla off-ramp (exit 10) from I-205 northbound from 10 p.m. to 5:30 a.m. Monday night through Thursday night and 7:30 p.m. to 9 a.m. Friday night through Saturday morning.
Motorists traveling to Oregon 213/Park Place Molalla (exit 10) can continue on I-205 northbound to the Gladstone/DMV off-ramp (exit 11), west to I-205 southbound, to Oregon 213/Park Place Molalla off-ramp (exit 10).
During the week, the contractor will pave the intersection of Highway 213 at Washington Street. The paving work will require lane closures from 7:30 p.m. to 5:30 a.m. the following morning. Flaggers will direct motorists through the intersections of Highway 213 and Washington Street.
Motorists can expect nighttime intermittent lane closures on Highway 213 between Redland Road and Beavercreek Road for barrier placement. The lane closures will take place nightly from 7:30 p.m. to 5:30 a.m. (9:00 a.m. Saturday)
During the week, the contractor will perform electrical work during daytime work hours. This work will require intermittent shoulder closures from 8 a.m. to 4:30 p.m. daily.
Motorists should be aware that police will carry out enhanced traffic enforcement in the work zone. Please note the posted speed is 45 mph until the work is complete.
Click the link below for more information.
Updated: 07/02/2009 12:33 pm | ORE217
MP .01 | Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: A stalled vehicle on HWY 217 NB at US-26 has the right lane closed. Use Caution.
Last Updated: 07/03/2009 9:55 pm | ORE217
MP 1.47 to 0 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Be aware of new lane configurations on Highway 217 northbound to U.S. 26 A contractor is working on a project to add a third through-lane to Highway 217 northbound between Oregon Highway 8 (Tualatin-Valley Highway) and U.S. 26 (Sunset Highway). This project also includes building retaining walls and improving drainage on the highway, lengthening the Wilshire St. overpass,
and paving and striping the project area and the Highway 217/U.S. 26 interchange ramps. Lane closures on Highway 217 will only take place during nighttime hours of 7 p.m. to 5 a.m.
The contractor has installed temporary concrete barriers and striping through the project area. Motorists should watch for temporary lane restrictions as well as permanent changes to the lane configurations.
These changes included shifting northbound traffic to the west to create a work zone along the right shoulder. Additionally, only one lane connects Highway 217 northbound to U.S. 26 eastbound. Motorists must use the right lane to travel to U.S. 26 eastbound. Motorists traveling in the center lane of Highway 217 northbound will not be able to access U.S. 26 eastbound. The center lane of Highway 217 northbound will now only continue north to Barnes Road and will not connect to U.S. 26 eastbound. These new lane configurations will be in place for the duration of the project.
The Wilshire Street overpass is being prepared for reconstruction. The sidewalk on the north side of the Wilshire Street overpass is closed. Pedestrians will be detoured to the sidewalk on the south side of the structure. The contractor recently reduced the number of travel lanes on the Wilshire Street overpass - only one travel lane remains open in each direction.
The contractor will continue building the first retaining wall on Highway 217 near the Walker Rd. on-ramp during the week of Monday, July 6, to Friday, July 10. This work will take place behind a temporary barrier during daytime work hours from 7 a.m. to 5:30 p.m.
The contractor will also continue clearing the hillside in preparation for upcoming drainage and electrical work on OR 217 between Tualatin-Valley Highway and Walker Road, and between the Walker Road off-ramp and northbound Highway 217.
The contractor will begin installing drainage pipe along the shoulder of Highway 217 northbound from the Cabot St. overpass to the Walker Road off-ramp and continue removing utilities from under the Wilshire Street overpass. This work will take place during daytime work hours from
7 a.m. to 3:30 p.m.
Please be aware that work zone speed limits will be enforced by enhanced police traffic patrols in the area. Fines will double in this construction zone.
For more information:
Updated: 07/02/2009 12:08 pm | ORE99E
MP .89 to 1.69 | Estimated delay under 20 minutes; Construction Work
Comments: Beaware of a norhbound traffic shift. Expect nighttime closures of S.E. Division St. Monday, July 6. Work is under way on a project to replace the Martin Luther King, Jr. Boulevard and Grand Avenue viaducts on Highway 99E. Lane closures on Highway 99E will only take place during nighttime hours. Normal daytime work hours are 6 a.m. to 2:30 p.m., Monday, July 6, to Friday, July 10.
Traffic on the Highway 99E northbound viaduct has been shifted to a temporary structure. Northbound traffic is shifted to the west to allow the contractor to begin building the new northbound viaduct. Motorists are encouraged to slowdown when traveling through the new alignment.
Monday, July 6, the contractor will remove the old northbound structure. This work will require nighttime closures of Division Street from 10 p.m. to 5 a.m.
The contractor has closed access to the on and off-ramp to southbound Highway 99E at Division Place. However, the on and off-ramp will remain open during the closure via a detour to S.E. 4th Avenue. This detour will be in effect until July.
The column and footings construction work will require the closure of Caruthers Street under the viaducts. Bikes and motor traffic will be detoured around the construction work during the Caruthers Street closure. Other work will require a lane closure on Stephens Street, with flaggers controlling traffic during work hours.
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 Highway 99E viaduct replacement work area.
Click the link below for more information.
Updated: 07/02/2009 12:34 pm | US26
MP 56.98 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Glencoe Rd Exit 57 EB Effective May 12, 2009 the on and off ramps at Glencoe Rd Exit 57 will be closed between the hours of 9:30 PM and 5:00 AM on the following dates: June 15, 16, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 57.16 to 61 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 57.03 to MP 61.00 EB Effective July 6, 2009 this section of US26 will be restricted to 15 feet 00 in. in width & 15 feet 00 in. in height between the hours of 9:30 PM & 5:00 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 57.33 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Glencoe Rd Exit 57 WB Effective June 30, 2009 the on and off ramps at Glencoe Rd Exit 57 will be closed both between the hours of 9:30 PM and 5:00 AM on the following dates: June 30, 2009; July 1, 2 & 3, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 58.75 to 57.15 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 57.50 to MP 58.00 WB (Hillsboro) Effective July 17, 2009, this section of US26 will be closed to all traffic between the hours of 10 PM & 5 AM. The authorized detour route is take exit 59 to Jackson School Rd NB, West Union Rd WB; Glencoe Rd SB; re-enter US26 at exit 57. Estimated date of completion is July 19, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 60.86 to 64.41 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 61 to MP 64.50 EB & WB Effective July 6, 2009, this section of US26 will be restricted to 13 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 61.06 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Helvetia rd Exit 61 EB Effective June 17, 2009 the on and off ramps from Helvetia Rd (Exit 61) will be closed between the hours of 9:30 PM and 5 AM on the following dates: June 17th & 18th, 2009. The height will be restricted to 17 feet 01 in. in height on the same dates. Beginning July 6, 2009, the height will again be restricted to 17 feet 01 in. in heigth between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 61.26 to 57.93 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 57.03 to MP 61.00 WB Effective July 6, 2009 this section of US26 will be restricted to 15 feet 00 in. in width & 14 feet 08 in. in height between the hours of 9:30 PM & 5:00 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 62.45 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Cornelius Pass Rd. - Exit 62 WB Effective June 23, 2009 the on and off ramps at Cornelius Pass Rd (Exit 62) will be closed between the hours of 9:30 PM and 5 AM on the following dates: June 23rd through June 25th, 2009. In addition the height will be restricted to 16 feet 08 in. in height. Beginning July 6, 2009, the height will again be restricted to 16 feet 08 in. in height between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 62.46 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) Cornelius Pass Rd. - Exit 62 EB Effective June 19, 2009 the on and off ramps at Cornelius Pass Rd (Exit 62) will be closed between the hours of 9:30 PM and 5 AM on the following dates: June 19th, 2009. In addition the height will be restricted to 16 feet 11 in. in height. Beginning July 6, 2009, the height will again be restricted to 16 feet 11 in. in height between the hours of 9:30 PM & 5 AM. The estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 64.29 to 57.16 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Westbound) Median , All Lanes , Shoulder (Eastbound) Median , All Lanes , Shoulder
Comments: Nighttime paving will require lane and ramp closures on U.S. 26 eastbound during the week of June 29-July 3 from 9 p.m. to 5 a.m. A contractor is working on a paving project on U.S. 26 (Sunset Highway) from 185th Avenue to Glencoe Road. In addition to paving both directions of the highway and the ramps, work will include adding cable barrier in the center median, repairing guardrail, upgrading highway signs, and striping. Work on the project will primarily take place at night.
Monday, June 29, through Friday, July 3, the contractor will be performing drainage and guardrail work between 185th Avenue and Glencoe Rd. This work will take place during daytime work hours from 7 a.m. to 4 p.m.
The contractor will pave the left lane of U.S. 26 eastbound between 185th Avenue and Glencoe Rd. Motorists should expect single lane closures on U.S. 26 eastbound nightly from 9 p.m. to
5 a.m. The contractor may begin paving the left lane of U.S. 26 westbound, Wednesday, July 1. This work will require single lane closures on U.S. 26 westbound from 9 p.m. to 5 a.m.
For more information:
Updated: 06/26/2009 12:21 pm | US26
MP 65.33 to 60.77 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 61 to MP 64.50 EB & WB Effective July 6, 2009, this section of US26 will be restricted to 13 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 65.67 to 62.7 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 63.80 to MP 64.26 WB (Hillsboro) Effective July 24, 2009, this section of US26 will be closed to all traffic between the hours of 10 PM & 5 AM. The authorized detour route is take exit 64 to 185th Ave NB; West Union Rd WB; Cornelius Pass Rd SB; re-enter US26 WB at exit 62. Estimated date of completion is July 25, 2009.
Updated: 07/03/2009 7:00 pm | 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: 07/03/2009 7:00 pm | US30
MP 2 to 3.9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) Median , All Lanes , Shoulder (Westbound) Median , All Lanes , Shoulder
Comments: Expect nighttime US 30/Yeon lane closures July 6-10 for utility work. A contractor is working to repave U.S. 30/Yeon Avenue from Nicolai Street to Kittridge Avenue. Work includes removing the top layer of existing asphalt and installing a new asphalt surface. New pavement striping will be added and sidewalk ramps will be replaced. Daytime work hours are from 7 a.m. to 4 p.m. All work requiring lane closures on the highway will take place during nighttime hours from 7 p.m. to 5:30 a.m.
During the week of Monday, July 6, to Friday, July 10, the contractor will perform signal upgrades during daytime work hours. This work will require intermittent shoulder closures. During nighttime hours, the contractor will adjust manholes between N.W. 29th Avenue and N.W. Kittridge Avenue. This work will require intermittent lane closures from 7 p.m. to 5:30 a.m. each night.
Motorists should expect delays while traveling on U.S. 30/Yeon Avenue during the work.
Please be alert to enhanced police traffic patrols in the U.S. 30 Yeon Avenue Preservation work area.
For more information please visit:
Updated: 07/02/2009 12:11 pm | 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: 07/03/2009 7:00 pm | City of Salem Road Conditions by RouteI-5
MP 251.21 to 252.08 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) 1 Lane
Comments: Modernization: one lane, ramps, and right shoulder of NB traffic periodically interrupted by closure or flagging at night from 8:00pm to 6:00am daily. Grading, drainage, structures, paving, signing, illumination, signals and roadside development project.
Updated: 06/26/2009 10:22 am | ORE22
MP 20.33 to 25.51 | Informational only; Commercial Vehicle Information
Details: OR22 MP 20.34 to MP 25.54 EB & WB (Eola) Effective July 20, 2009, this section of OR22 will be restricted to 16 feet 00 in. in width between the hours of 7 PM & 6 AM. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | ORE22
MP 25.63 to 20.37 | Informational only; Commercial Vehicle Information
Details: OR22 MP 20.34 to MP 25.54 EB & WB (Eola) Effective July 20, 2009, this section of OR22 will be restricted to 16 feet 00 in. in width between the hours of 7 PM & 6 AM. Estimated date of completion is October 31, 2009.
Updated: 07/03/2009 7:00 pm | City of Portland Road Conditions by Route99
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: 07/03/2009 7:00 pm | I-5
MP 301.09 | Informational only; Commercial Vehicle Information
Details: I-5 MP 301.09 SB (Crossing under Morrison Street Bridge) Effective June 28, 2009 this section of I-5 crossing under the Morrison Bridge will be restricted to 13 feet 00 in. in width & 15 feet 01 in. in height between the hours of 10 PM & 5 AM. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP .12 to 2.591 | Informational only; Commercial Vehicle Information
Details: I-405 MP 0 to MP 2.50 NB & SB Effective June 29, 2009, this section of I-405 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, during the same times, the height will be restricted to 15 feet 01 in. in height for NB loads, and 15 feet 08 in. in height for SB loads. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP 2.591 to 0 | Informational only; Commercial Vehicle Information
Details: I-405 MP 0 to MP 2.50 NB & SB Effective June 29, 2009, this section of I-405 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, during the same times, the height will be restricted to 15 feet 01 in. in height for NB loads, and 15 feet 08 in. in height for SB loads. Estimated date of completion is July 2, 2009.
Updated: 07/03/2009 7:00 pm | I-405
MP 3.52 to .47 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Southbound) Median , All Lanes , Shoulder (Northbound) Median , All Lanes , Shoulder
Comments: Expect nighttime lane closures during the week of July 6-11. Work is under way on a project to repave Interstate 405 from the Fremont Bridge to the Marquam Bridge. Work includes repaving the ramps to and from I-405, relighting the freeway corridor and tunnels, and upgrading freeway signs. This work will require full directional weekend closures of I-405 later this summer and nighttime lane and ramp closures during the duration of the project.
For the week of Monday, July 6, through Friday, July 10, the contractor will install electrical conduit. This work will require daytime left and right shoulder closures in both directions on I-405. Night work will require multiple nighttime lane closures in both directions on I-405 starting at 7:30 p.m. to 5:30 a.m. the following morning. The closures will allow the contractor to perform measurements on the existing sign bridges.
Saturday night, July 11, the contractor will perform a paving test on S.W. Kelly Avenue east of Naito Parkway. This work will take place nightly from 8 p.m. to 9 a.m. Flaggers will control one-way traffic on S.W. Kelly Ave. during the work.
Please be alert to enhanced police traffic patrols in the I-405 Preservation work area.
Updated: 07/02/2009 12:31 pm | 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: 07/03/2009 7:00 pm | ORE217
MP .01 | Estimated delay under 20 minutes; Crash/Hazard
Lanes Affected: (Northbound) 1 Lane
Comments: A stalled vehicle on HWY 217 NB at US-26 has the right lane closed. Use Caution.
Last Updated: 07/03/2009 9:55 pm | ORE217
MP 1.47 to 0 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Northbound) Median , All Lanes , Shoulder
Comments: Be aware of new lane configurations on Highway 217 northbound to U.S. 26 A contractor is working on a project to add a third through-lane to Highway 217 northbound between Oregon Highway 8 (Tualatin-Valley Highway) and U.S. 26 (Sunset Highway). This project also includes building retaining walls and improving drainage on the highway, lengthening the Wilshire St. overpass,
and paving and striping the project area and the Highway 217/U.S. 26 interchange ramps. Lane closures on Highway 217 will only take place during nighttime hours of 7 p.m. to 5 a.m.
The contractor has installed temporary concrete barriers and striping through the project area. Motorists should watch for temporary lane restrictions as well as permanent changes to the lane configurations.
These changes included shifting northbound traffic to the west to create a work zone along the right shoulder. Additionally, only one lane connects Highway 217 northbound to U.S. 26 eastbound. Motorists must use the right lane to travel to U.S. 26 eastbound. Motorists traveling in the center lane of Highway 217 northbound will not be able to access U.S. 26 eastbound. The center lane of Highway 217 northbound will now only continue north to Barnes Road and will not connect to U.S. 26 eastbound. These new lane configurations will be in place for the duration of the project.
The Wilshire Street overpass is being prepared for reconstruction. The sidewalk on the north side of the Wilshire Street overpass is closed. Pedestrians will be detoured to the sidewalk on the south side of the structure. The contractor recently reduced the number of travel lanes on the Wilshire Street overpass - only one travel lane remains open in each direction.
The contractor will continue building the first retaining wall on Highway 217 near the Walker Rd. on-ramp during the week of Monday, July 6, to Friday, July 10. This work will take place behind a temporary barrier during daytime work hours from 7 a.m. to 5:30 p.m.
The contractor will also continue clearing the hillside in preparation for upcoming drainage and electrical work on OR 217 between Tualatin-Valley Highway and Walker Road, and between the Walker Road off-ramp and northbound Highway 217.
The contractor will begin installing drainage pipe along the shoulder of Highway 217 northbound from the Cabot St. overpass to the Walker Road off-ramp and continue removing utilities from under the Wilshire Street overpass. This work will take place during daytime work hours from
7 a.m. to 3:30 p.m.
Please be aware that work zone speed limits will be enforced by enhanced police traffic patrols in the area. Fines will double in this construction zone.
For more information:
Updated: 07/02/2009 12:08 pm | ORE99E
MP .89 to 1.69 | Estimated delay under 20 minutes; Construction Work
Comments: Beaware of a norhbound traffic shift. Expect nighttime closures of S.E. Division St. Monday, July 6. Work is under way on a project to replace the Martin Luther King, Jr. Boulevard and Grand Avenue viaducts on Highway 99E. Lane closures on Highway 99E will only take place during nighttime hours. Normal daytime work hours are 6 a.m. to 2:30 p.m., Monday, July 6, to Friday, July 10.
Traffic on the Highway 99E northbound viaduct has been shifted to a temporary structure. Northbound traffic is shifted to the west to allow the contractor to begin building the new northbound viaduct. Motorists are encouraged to slowdown when traveling through the new alignment.
Monday, July 6, the contractor will remove the old northbound structure. This work will require nighttime closures of Division Street from 10 p.m. to 5 a.m.
The contractor has closed access to the on and off-ramp to southbound Highway 99E at Division Place. However, the on and off-ramp will remain open during the closure via a detour to S.E. 4th Avenue. This detour will be in effect until July.
The column and footings construction work will require the closure of Caruthers Street under the viaducts. Bikes and motor traffic will be detoured around the construction work during the Caruthers Street closure. Other work will require a lane closure on Stephens Street, with flaggers controlling traffic during work hours.
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 Highway 99E viaduct replacement work area.
Click the link below for more information.
Updated: 07/02/2009 12:34 pm | US26
MP 65.33 to 60.77 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 61 to MP 64.50 EB & WB Effective July 6, 2009, this section of US26 will be restricted to 13 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 31, 2009.
Updated: 07/03/2009 7:00 pm | US26
MP 65.67 to 62.7 | Informational only; Commercial Vehicle Information
Details: US26 (Hwy #047) MP 63.80 to MP 64.26 WB (Hillsboro) Effective July 24, 2009, this section of US26 will be closed to all traffic between the hours of 10 PM & 5 AM. The authorized detour route is take exit 64 to 185th Ave NB; West Union Rd WB; Cornelius Pass Rd SB; re-enter US26 WB at exit 62. Estimated date of completion is July 25, 2009.
Updated: 07/03/2009 7:00 pm | US30
MP 2 to 3.9 | Estimated delay under 20 minutes; Construction Work
Lanes Affected: (Eastbound) Median , All Lanes , Shoulder (Westbound) Median , All Lanes , Shoulder
Comments: Expect nighttime US 30/Yeon lane closures July 6-10 for utility work. A contractor is working to repave U.S. 30/Yeon Avenue from Nicolai Street to Kittridge Avenue. Work includes removing the top layer of existing asphalt and installing a new asphalt surface. New pavement striping will be added and sidewalk ramps will be replaced. Daytime work hours are from 7 a.m. to 4 p.m. All work requiring lane closures on the highway will take place during nighttime hours from 7 p.m. to 5:30 a.m.
During the week of Monday, July 6, to Friday, July 10, the contractor will perform signal upgrades during daytime work hours. This work will require intermittent shoulder closures. During nighttime hours, the contractor will adjust manholes between N.W. 29th Avenue and N.W. Kittridge Avenue. This work will require intermittent lane closures from 7 p.m. to 5:30 a.m. each night.
Motorists should expect delays while traveling on U.S. 30/Yeon Avenue during the work.
Please be alert to enhanced police traffic patrols in the U.S. 30 Yeon Avenue Preservation work area.
For more information please visit:
Updated: 07/02/2009 12:11 pm |
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