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.
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.
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.
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.
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.
I-5 MP 117.50 to MP 125.50 NB -- NEW --
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.
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.
I-5 MP 117.50 to MP 125.50 SB -- NEW --
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.
I-5 Exit 162 (to OR38) NB -- NEW --
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.
I-5 Exit 162 (to OR38) SB -- NEW --
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.
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.
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.
I-5 MP 233.12 to MP 233.34 NB (Albany) -- NEW --
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.
I-5 MP 233.12 to MP 233.34 SB (Albany) -- NEW --
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.
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.
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.
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.
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.
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.
I-5 MP 301.09 SB (Crossing under Morrison Street Bridge) -- NEW --
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.
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
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.
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.
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.
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.
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.
I-84 MP 63.15 to MP 64.16 EB -- NEW --
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
I-205 NB on-ramp from OR213 -- NEW --
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.
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.
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.
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.
U.S. Routes
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.
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.
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.
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.
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.
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.
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.
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.
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.
US26 (Hwy #047) Helvetia rd Exit 61 WB
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 17, 18, & 26th, 2009.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
OR Routes
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
Lifted Restrictions
I-5 Exit 19 NB on & off ramps at S Valley View Rd
Effective June 30, 2009, the off ramp at exit 19 to South Valley View Rd will be closed between the hours of 2 AM & 4:30 AM. In addition, the on ramp to I-5 NB at this exit will be closed between the hours of 11:30 PM & 2 AM. Estimated date of completion is June 30, 2009.
I-5 Exit 19 SB on & off ramps at S Valley View Rd
Effective June 30, 2009, the off ramp at exit 19 to South Valley View Rd will be closed between the hours of 9 PM & 11:30 PM. Estimated date of completion is June 30, 2009. In addition, effective July 1, 2009, the on ramp from exit 19 to I-5 SB will be closed between the hours of 9:30 PM & 11:30 PM. Estimated date of completion is July 1, 2009.
I-5 Exit 55 (To Grants Pass Parkway)
Effective July 13, 2009 I-5 NB Exit 55 will be closed. Estimated date of completion is July 27, 2009.
I-5 MP 119.180 NB (Crossing Under Grant Smith Rd)
Effective June 19, 2009, I-5 crossing under Grant Smith Rd will be restricted to 15 feet 07 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 119.180 SB (Crossing Under Grant Smith Rd)
Effective June 19, 2009, I-5 crossing under Grant Smith Rd will be restricted to 16 feet 05 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 119.5 SB (Crossing Under OR42)
Effective June 19, 2009, I-5 crossing under OR42 will be restricted to 18 feet 00 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 119.510 NB (Crossing Under OR42)
Effective June 19, 2009, I-5 crossing under OR42 will be restricted to 17 feet 08 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 125.080 SB (Crossing Under Garden Valley Blvd)
Effective June 19, 2009, I-5 crossing under Garden Valley Blvd will be restricted to 16 feet 05 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 125.080 NB (Crossing Under Garden Valley Blvd)
Effective June 19, 2009, I-5 crossing under Garden Valley Blvd will be restricted to 16 feet 03 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 125.720 SB (Crossing Under Stewart Parkway)
Effective June 19, 2009, I-5 crossing under Stewart Parkway will be restricted to 17 feet 05 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 125.72 NB (Crossing Under Stewart Parkway)
Effective June 19, 2009, I-5 crossing under Stewart Parkway will be restricted to 16 feet 11 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 126.520 SB (Crossing Under Edenbower Blvd)
Effective June 19, 2009, I-5 crossing under Edenbower Blvd will be restricted to 18 feet 00 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 126.521 NB (Crossing Under Edenbower Blvd)
Effective June 19, 2009, I-5 crossing under Edenbower Blvd will be restricted to 18 feet 02 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 129.22 NB (Crossing Under Del Rio Rd)
Effective June 19, 2009, I-5 crossing under Del Rio Rd will be restricted to 16 feet 06 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 129.22 SB (Crossing Under Del Rio Rd)
Effective June 19, 2009, I-5 crossing under Del Rio Rd will be restricted to 15 feet 11 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 135.14 SB (Crossing Under Wilbur Exit 135)
Effective June 19, 2009, I-5 crossing under the Wilbur Exit 135 will be restricted to 17 feet 02 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 135.14 NB (Crossing Under Sutherlin Exit 135)
Effective June 19, 2009, I-5 crossing under the Sutherlin Exit 135 will be restricted to 16 feet 01 in. in height between the hours of 6:00 AM and 4:30 PM. Estimated date of completion is June 26, 2009.
I-5 MP 187.95 SB on-ramp from OR99 (Goshen )
Effective June 15, 2009 the on ramp from OR99 to I-5 SB will be closed between the hours of 6 PM and 7 AM. There will be a signed detour route in place authorizing OR58, enter I-5 NB, Take exit 189 to 30th Ave/McVay Hwy, crossover the freeway to re-enter I-5 SB. Estimated date of completion is June 27, 2009.
I-5 MP 284 to MP 286 SB (Wilsonville)
Effective June 26, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width & 16 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 and Sunday when work will take place between the hours of 10 PM & 5:30 AM. Estimated date of completion is July 1, 2009.
I-5 MP 301.20 to 307.90 NB
Effective June 15, 2009 this section of I-5 will be restricted to 15 feet 07 in in height between the hours of 8 PM and 6 AM. In addition the NB on-rampa from Killingsworth St.; the off ramp to Rosa Parks Way (N Portland Blvd.); and the on and off ramps to Jantzen Beach will be closed. Estimated date of completion is June 19, 2009.
I-5 MP 301.99 to MP 301.70 SB
Effective June 28, 2009 this section of I-5 will be restricted to 17 feet 00 in. in width & 18 feet 07 in. in height between the hours of 5 AM & 10 AM for one night only. In addition the I-5 SB exit 300-B will be closed.
I-5 MP 301.80 to 307.90 SB
Effective June 15, 2009 this section of I-5 will be restricted to 15 feet 07 in in height between the hours of 8 PM and 6 AM. In addition the on and off ramps to Jantzen Beach will be closed. Estimated date of completion is June 19, 2009.
I-84 MP 256 to MP 254 WB
Effective April 2, 2009 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2009.
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.
BRIDGE RESTRICTIONS
Interstate Routes
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
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.
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.
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.
I-84 Upper Perry Interchange Overcrossing
MP 256.42 Upper Perry Interchange in 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
U.S. Routes
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.
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.
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.
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
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.
US30 MP 0.03 Historic Columbia River Highway
Historic US30 MP 0.03 Sandy River Bridge is restricted to 30 tons Gross.
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
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
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
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
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.
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.
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
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
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.
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.
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.
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.
OR Routes
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
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
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
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.
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.
OR22 MP 10.66 Louie Creek Bridge
OR22 Louie Creek Bridge at MP10.66 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle; Weight Table 3 only.
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.
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
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.
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.
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.
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.
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
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.
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.
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.
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.
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.
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.
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.
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
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
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
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
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
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
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
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
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
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, Wt. Table 3 Non-divisible Load.
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
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
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.
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.
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.
Other Jurisdictions
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.
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.
