Effective August 16, 2010, the NB I-5 Exit 24 off ramp to Fern Valley Rd will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 5 AM. Estimated date of completion is August 20, 2010.
I-5 MP 24.41 NB & SB (Fern Valley Rd Overpass) -- NEW --
Effective August 16, 2010, the Fern Valley Rd overpass at Exit 24 will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 5 AM. This restriction is NOT on the I-5 mainline. Estimated date of completion is August 20, 2010.
I-5 MP 66 to MP 80 NB
Effective May 3, 2010, this section of I-5 will be restricted to 16 feet 00 in. in width between the hours of 7 AM & 5 PM. In addition, the height crossing under Monument Dr Exit 66 will be restricted to 16 feet 08 in. in height during the same time. Estimated date of completion is August 16, 2010.
I-5 MP 66 to MP 80 SB
Effective May 3, 2010, this section of I-5 will be restricted to 16 feet 00 in. in width between the hours of 7 AM & 5 PM. In addition, the height crossing under Speaker Rd Exit 78 will be restricted to 16 feet 08 in. in height and Monument Dr Exit 66 will be restricted to 17 feet 06 in. in height during the same time. Estimated date of completion is August 16, 2010.
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. Estimated date of completion is November 20, 2010.
I-5 MP 181.50 to MP 182.50 NB & SB (Creswell - Market Rd)
Effective July 20, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 9 AM and 7 PM & 9:30 PM. In addition, the height will be restricted to 17 feet 01 in. high on I-5 NB crossing under Market Rd at MP 182 during the same times. Estimated date of completion is December 31, 2010.
I-5 MP 192.09 SB ramp from Franklin Blvd
Effective June 21, 2010, the ramp from OR99/OR126 Business (Franklin Blvd) to SB I-5 will be closed. Estimated date of completion is November 30, 2010.
I-5 Exit 192 to OR99/OR126 Business (Franklin Blvd) NB
Effective July 9, 2010, this off-ramp at Exit 192 to OR99/OR126 Business (Franklin Blvd) will be restricted to 16 feet 00 in. in width. In addition, the height on this off-ramp will be restricted to 17 feet 02 in. high. Estimated date of completion is May 27, 2011.
I-5 MP 193.46 NB (Eugene)
Effective May 24, 2010, I-5 NB crossing under Centennial Blvd will be restricted to 15 feet 10 in. in height between the hours of 9 PM & 7 AM. Estimated date of completion is August 31, 2010.
I-5 MP 193.94 SB (Eugene)
Effective May 24, 2010, I-5 SB crossing under eastbound OR126 Exit 194A will be restricted to 16 feet 00 in. in height between the hours of 9 PM & 7 AM. Estimated date of completion is August 31, 2010.
I-5 MP 193.94 NB (Eugene)
Effective May 24, 2010, I-5 NB crossing under eastbound OR126 Exit 194A will be restricted to 15 feet 06 in. in height between the hours of 9 PM & 7 AM. Estimated date of completion is August 31, 2010.
I-5 MP 192.75 to MP 194 NB & SB (Eugene)
Effective May 24, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 9 PM & 9:30 PM. Estimated date of completion is August 31, 2010.
I-5 MP 194.03 to MP 194.40 NB & SB (Eugene)
Effective July 19, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 7 PM & 9:30 PM. Estimated date of completion is October 29, 2010.
I-5 MP 194.040 NB & SB (Eugene)
Effective July 19, 2010, I-5 crossing under westbound I-105/OR126 Exit 194B will be restricted to 15 feet 07 in. in height going northbound and 15 feet 03 in. in height going southbound between the hours of 7 PM & 7 AM. Estimated date of completion is October 29, 2010.
I-5 MP 197 to MP 198.25 NB & SB (Coburg)
Effective July 19, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 7 PM & 9:30 PM. In addition, the height will be restricted to 16 feet 03 in. high on I-5 NB crossing under Egge Rd during the same times. Estimated date of completion is December 31, 2010.
I-5 MP 198.39 to MP 198.86 NB & SB (Coburg)
Effective July 19, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 7 PM & 9:30 PM. In addition, the height will be restricted to 15 feet 06 in. high on I-5 SB crossing under Reed Service Rd during the same times. Estimated date of completion is December 31, 2010.
I-5 MP 200.50 to MP 202 NB & SB (N of Coburg)
Effective May 24, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 7 PM & 9:30 PM. In addition, the height will be restricted to 15 feet 08 in. high on I-5 NB and 15 feet 07 in. high on I-5 SB crossing under Wilkins Rd during the same time. Estimated date of completion is August 27, 2010.
I-5 MP 203 to MP 204 NB & SB (N of Coburg)
Effective May 6, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 7 PM & 9:30 PM. In addition, the height will be restricted to 15 feet 06 in. high on I-5 SB and 15 feet 08 in. high on I-5 NB crossing under Coleman Rd. Estimated date of completion is August 31, 2010.
I-5 MP 203.50 to MP 217 NB & SB
Effective July 16, 2010, this section of I-5 will be restricted to 16 feet 00 in. in width between the hours of 7 PM & 7 AM. In addition, the height will be restricted to 16 feet 07 in. high for this section of I-5 going northbound and 16 feet 11 in. high going southbound during the same times. Estimated date of completion is September 30, 2010.
I-5 MP 205.80 to MP 206.30 NB & SB -- NEW --
Effective August 2, 2010, this section of I-5 will be restricted to 16 feet 00 in. in width between the hours of 6:00pm to 7:00am. In addition, there will be intermittent ramp closures to and from the Oak Grove Rest Area. Estimated date of completion is September 30, 2010.
I-5 Exit 209 NB & SB On and Off Ramps (Diamond Hill Dr) -- NEW --
Effective August 2, 2010, the on and off ramps at I-5 Exit 209 will be intermittently closed between the hours of 7 PM & 7 AM. The NB & SB closures will not occur on the same night. Estimated date of completion is September 30, 2010.
I-5 Exit 216 NB & SB On and Off Ramps (to OR228) -- NEW --
Effective August 2, 2010, the on and off ramps at I-5 Exit 216 will be intermittently closed between the hours of 6 PM & 7 AM for up to three nights. The NB & SB closures will not occur on the same night. Estimated date of completion is September 30, 2010.
I-5 MP 229.65 to MP 230.65 NB & SB (Seven Mile Ln) -- NEW --
Effective March 22, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 8 PM & 9:30 PM. In addition, the height will be restricted to 15 feet 11 in. high on I-5 SB crossing under Seven Mile Ln at MP 230 during the same time. Estimated date of completion is October 31, 2010.
I-5 MP 231 to MP 233 NB & SB (Albany) -- NEW --
Effective April 26, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 7 AM and 8 PM & 9:30 PM. In addition, the height will be restricted to 15 feet 08 in. high on I-5 NB crossing under Grand Prairie Rd and 15 feet 10 in. high on I-5 SB crossing under Grand Prairie Rd. Estimated date of completion is December 31, 2010.
I-5 MP 239.20 to MP 240.20 NB & SB (Dever-Conner Rd) -- NEW --
Effective March 22, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 6 AM and 9 PM & 9:30 PM. In addition, the height crossing under Dever-Conner Rd Exit 239 going southbound will be restricted to 16 feet 02 in. in height during the same time. Estimated date of completion is October 31, 2010.
I-5 MP 241.78 to MP 242.48 NB & SB (Talbot Rd) -- NEW --
Effective March 16, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width between the hours of 9:30 PM & 5 AM and 16 feet 00 in. in width between the hours of 5 AM & 6 AM and 9 PM & 9:30 PM. In addition, the height crossing under Talbot Rd Exit 242 will be restricted to 15 feet 11 in. in height going northbound and 15 feet 10 in. in height going southbound during the same time. Estimated date of completion is October 31, 2010.
I-5 MP 244.44 to MP 249.39 NB & SB (Salem)
Effective June 25, 2010, this section of I-5 will be restricted 14 feet 00 inches in width between the hours of 8 PM & 6 AM. In addition, the height will be restricted to 17 feet 01 in. in height going northbound and 18 feet 07 in. in height going southbound during the same times. Estimated date of completion is September 30, 2010.
I-5 MP 244.49 to MP 249.95 NB (Salem)
Effective July 18, 2010, the on and off ramps for I-5 Exits 244, 248 & 249 will be intermittently closed between the hours of 8 PM & 6 AM. The Exit 249 ramps will remain open on the nights when I-5 NB MP 249-250 is closed so it can be used as a detour. Estimated date of completion is September 30, 2010.
I-5 MP 244.46 to MP 248.94 SB (Salem)
Effective July 18, 2010, the on and off ramps for I-5 Exits 244, 248 & MP 249 (Commercial St) will be intermittently closed between the hours of 8 PM & 6 AM. Estimated date of completion is September 30, 2010.
I-5 MP 249 to MP 250 NB
Effective June 1, 2010, I-5 northbound will be intermittently closed for five nights (exact dates unknown) between MP 249 and MP 250 between the hours of 8 PM & 6 AM. All traffic will be directed to take Exit 249 and re-enter I-5 NB. Estimated date of completion is September 30, 2010.
I-5 MP 287 to MP 288 NB
Effective August 3, 2010, this section of I-5 will be restricted to 19 feet 00 in. in width between the hours of 10 PM & 5 AM. Estimated date of completion is August 16, 2010.
I-5 SB On-Ramp from I-205 SB
Effective June 28, 2010, the I-205 SB on-ramp to I-5 SB will be restricted to 16 feet 00 in. in width. Estimated date of completion is August 31, 2010.
I-5 Exit 288 NB to I-205 NB
Effective August 3, 2010, the off ramp from I-5 NB to I-205 NB will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 16, 2010.
I-5 MP 286 to MP 288.50 SB
Effective June 28, 2010, this section of I-5 will be restricted to 16 ft 00 in. in width between the hours of 7:30 PM & 5:30 AM. In addition, the height will be restricted to 17 ft 09 in. high during the same time. Estimated date of completion is August 31, 2010.
I-5 Exit 288 SB to NB I-205
Effective July 23, 2010, the off-ramp from I-5 SB to I-205 NB will be restricted to 12 feet 00 in. in width between the hours of 10 PM & 5 AM. Estimated date of completion is August 20, 2010.
I-5 NB On-Ramp From I-205 SB
Effective July 19, 2010, the on-ramp to I-5 NB from I-205 SB will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 2, 2010.
I-5 SB Exit 289 to Nyberg Rd
Effective June 28, 2010, the SB I-5 Exit 289 ramp to Nyberg Rd will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 13, 2010.
I-5 MP 288 to MP 290.50 SB -- NEW --
Effective May 14, 2010, this section of I-5 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, the height will be restricted to 16 feet 09 in. high during the same time. Estimated date of completion is August 27, 2010.
I-5 Exit 290 SB Off Ramp to Lower Boones Ferry Rd
Effective June 16, 2010, the SB I-5 Exit 290 ramp to Lower Boones Ferry Rd will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 16, 2010.
I-5 Exit 290 SB On Ramp from Lower Boones Ferry Rd
Effective July 26, 2010, the on ramp to I-5 SB from Lower Boones Ferry Rd will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 20, 2010.
I-5 Exit 291 NB off-ramp to Carman Dr
Effective July 22, 2010, the NB I-5 off-ramp to Carman Dr will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 6, 2010.
I-5 Exit 291 SB off-ramp to Carman Dr
Effective June 14, 2010, the off-ramp from I-5 SB to Carman Dr will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 16, 2010.
I-5 Exit 291 SB On Ramp from Carman Dr
Effective July 26, 2010, the on ramp to I-5 SB from Carman Dr will be
closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 13, 2010.
I-5 MP 291.86 SB ramp from OR217
Effective July 5, 2010, the ramp from SB OR217 to SB I-5 will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is July 30, 2010.
I-5 MP 298 to MP 297 SB -- NEW --
Effective August 24, 2010, this section of I-5 will be restricted to 13 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, the height will be restricted to 16 feet 07 in. in height during the same time. Estimated date of completion is December 31, 2010.
I-5 MP 299 to MP 300 NB
Effective July 18, 2010, for one night the I-5 NB ramp to the Marquam Bridge will be closed between the hours of 9 PM & 6 AM. Effective July 30, it will be closed again during the same times for two more nights. Estimated date of completion is August 1, 2010.
I-5 MP 299.90 to MP 300.26 NB
Effective June 14, 2010, the I-5 NB ramp to I-5 NB will be restricted to 15 feet 00 in. in width and 15 feet 11 in. in height between the hours of 9:30 PM & 4:45 AM. Estimated date of completion is July 1, 2010.
I-5 MP 300.271 to MP 299.970 SB
Effective June 14, 2010, the I-5 SB ramp to I-5 SB will be restricted to 15 feet 00 in. in width between the hours of 9:30 PM & 4:45 AM. Estimated date of completion is July 1, 2010.
I-5 MP 300.271 SB
Effective June 14, 2010, the I-5 SB ramp to I-405 NB will be restricted to 15 feet 00 in. in width between the hours of 9:30 PM & 4:45 AM. Estimated date of completion is July 1, 2010.
I-5 MP 300.36 NB (Portland - Marquam Bridge)
On August 8, 2010, for one day only, the Marquam Bridge on I-5 NB will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
I-5 Exit 300 NB to I-84 EB
Effective June 14, 2010, the NB I-5 off-ramp to EB I-84 will be restricted to 17 feet 00 in. in width between the hours of 8 PM & 5 AM. In addition, the height will be restricted to 15 feet 00 in. in height during the same time. Estimated date of completion is July 1, 2010.
I-5 MP 301 to MP 303 SB
Effective July 26, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width and 14 feet 06 in. in height between the hours of 10 PM & 5:30 AM. Estimated date of completion is August 13, 2010.
I-5 MP 300 to MP 303 NB
Effective July 26, 2010, this section of I-5 will be restricted to 12 feet 00 in. in width and 15 feet 07 in. in height between the hours of 10:30 PM & 5 AM. Estimated date of completion is August 13, 2010.
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 SB on-ramp from Columbia Blvd
Effective July 12, 2010 the on-ramp from Columbia Blvd to I-5 SB will be closed between the hours of 8 PM and 5 AM. Estimated date of completion is August 1, 2010.
I-5 Exit 306A NB to Columbia Blvd
Effective July 12, 2010, the ramp from NB I-5 Exit 306A to Columbia Blvd will be closed between the hours of 8 PM & 5 AM. Estimated date of completion is August 1, 2010.
I-5 NB Exit 306-B to Victory Blvd
Effective July 12, 2010 the NB ramp at Exit 306-B to Victory Blvd will be closed between the hours of 8 PM and 5 AM. Estimated date of completion is August 1, 2010.
I-5 SB on-ramp from Victory Blvd
Effective July 12, 2010 the I-5 SB on-ramp from Victory Blvd will be closed between the hours of 8 PM and 5 AM. Estimated date of completion is August 1, 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 5.45 to MP 7.00 EB -- NEW --
Effective April 25, 2010, this section of I-84 will be closed to all
traffic intermittently between the hours of 9 PM & 5 AM. Estimated date of completion is August 15, 2010.
I-84 EB Exit 8 to I-205 NB -- NEW --
Effective April 25, 2010, the EB I-84 Exit 8 off-ramp to NB I-205 will be closed to all traffic intermittently between the hours of 9 PM & 5 AM. Estimated date of completion is August 15, 2010.
I-84 EB on-ramp from I-205 SB -- NEW --
Effective March 1, 2010, the on-ramp to EB I-84 from SB I-205 will be restricted to 16 feet 00 in. in width between the hours of 9:30 PM & 5:30 AM. In addition, the height will be restricted to 16 feet 06 in. during the same time. Estimated date of completion is October 15, 2010.
I-84 Exit 10 EB on and off ramps (122nd Ave) -- NEW --
Effective April 25, 2010, the EB I-84 on and off ramps at 122nd Ave Exit 10 will be intermittently closed between the hours of 9 PM & 5 AM. Estimated date of completion is August 15, 2010.
I-84 MP 17.31 to MP 18.20 EB & WB
Effective May 1, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width between the hours of 9 PM & 7 AM. Estimated date of completion is November 1, 2013.
Effective September 1, 2010, the Jordan Rd underpass at Exit 18 will be restricted to 13 feet 00 in. in width. This restriction is NOT on the I-84 mainline. Estimated date of completion is December 31, 2013.
I-84 MP 30 to MP 47 EB
Effective March 18, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width between the hours of 7 AM & 7 PM. Estimated date of completion is October 31, 2010.
I-84 MP 29.75 to MP 47.25 EB
Effective April 19, 2010, this section of I-84 will be restricted to 12 feet 00 in. in width and 14 feet 08 in. in height from 1/2 hour after sunset until 1/2 hour before sunrise. Estimated date of completion is October 31, 2010.
I-84 MP 34 to MP 45 EB & WB (on & off ramp closures)
Effective May 6, 2010, there will be intermittent on and off ramp closures for Exits 35, 37, 40, 41 & 44 from 1/2 hour after sunset until 1/2 hr before sunrise. Adjacent ramp closures will not occur at the same time. Estimated date of completion is October 31, 2010.
I-84 MP 44.50 to MP 45.50 WB
Effective June 1, 2010, this section of I-84 will be restricted to 23 feet 00 in. in width. Estimated date of completion is September 1, 2010.
I-84 MP 29.50 to MP 47.50 WB
Effective March 18, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width between the hours of 7 AM & 7 PM. Estimated date of completion is October 31, 2010.
I-84 MP 29.25 to MP 47.50 WB
Effective April 19, 2010, this section of I-84 will be restricted to 12 feet 00 in. in width from 1/2 hour after sunset until 1/2 hour before sunrise. Estimated date of completion is October 31, 2010.
I-84 MP 64 to MP 65 WB -- NEW --
Effective March 3, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is September 25, 2010
.
I-84 MP 69.50 to MP 70.50 EB
Effective August 30, 2010, this section of I-84 will be restricted to 19 feet 00 in. in width between the hours of 7 AM & 5 PM. Estimated date of completion is September 17, 2010.
I-84 MP 110 to MP 126 EB & WB
Effective June 21, 2010, this section of I-84 will be restricted TO 8 FEET 06 IN. IN WIDTH (LEGAL WIDTH) between the hours of 7 PM & 7 AM. In addition, the height crossing under Quinton Interchange Exit 123 will be restricted to 17 feet 00 in. in height going eastbound and 16 feet 06 in. in height going westbound during the same time. Estimated date of completion October 29, 2010.
I-84 MP 141.01 to MP 147 WB
Effective June 21, 2010, this section of I-84 will be restricted to 8 FEET 06 IN. IN WIDTH (LEGAL WIDTH) between the hours of 7 PM & 7 AM. Estimated date of completion is October 29, 2010.
I-84 MP 317 to MP 328 EB & WB
Effective April 5, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 15, 2010.
I-84 MP 340.70 to MP 346.60 EB & WB
Effective April 1, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, there will be intermittent ramp closures alternating between Exits 342 and 345. Estimated date of completion is October 31, 2011.
I-84 MP 345.80 to MP 353.30 EB & WB
Effective April 15, 2010, this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is October 31, 2010.
I-84 MP 350.20 EB (Crossing over Benson Creek)
Effective July 30, 2010 this section of I-84 EB crossing over Benson Creek will be restricted to 12 FEET 00 IN. IN WIDTH. Estimated date of completion is August 6, 2010.
I-205 SB off-ramp to I-5 SB
Effective May 10, 2010, the SB I-205 off-ramp to I-5 SB will be intermittently closed between the hours of 10 PM & 5 AM. Estimated date of completion is August 31, 2010.
I-205 MP 4 NB
Effective August 13, 2010, this section of I-205 will be restricted to 19 feet 00 in. in width between the hours of 9 PM & 6 AM. Estimated date of completion is August 14, 2010.
I-205 MP 4.08 to MP 5 SB
Effective August 7, 2010, this section of I-205 will be restricted to 13 feet 00 in. in width and 18 feet 01 in. in height beetween the hours of 9 PM & 5:30 AM. Estimated date of completion is August 15, 2010.
I-205 SB on-ramp from I-84 WB -- NEW --
Effective March 1, 2010, the on-ramp to I-205 SB from I-84 WB will be restricted to 16 feet 00 in. in width between the hours of 9:30 PM & 5:30 AM. In addition, the height will be restricted to 16 feet 10 in. in height during the same time. Estimated date of completion is October 15, 2010
.
I-205 SB Exit 22 to I-84 EB -- NEW --
Effective April 25, 2010, the SB I-205 Exit 22 off-ramp to EB I-84 will be closed to all traffic intermittently between the hours of 9 PM & 5 AM. Estimated date of completion is August 31, 2010.
I-405 MP 0.47 to MP 0.57 NB
Effective June 14, 2010, the NB I-405 on-ramp from I-5 NB will be restricted to 15 feet 00 in. in width between the hours of 9:30 PM & 4:45 AM. Estimated date of completion is July 1, 2010.
I-405 MP 0.71 to MP 0.53 SB
Effective June 14, 2010, the I-405 SB ramp to I-5 SB will be restricted to 15 feet 00 in. in width and 17 feet 05 in. in height between the hours of 9:30 PM & 4:45 AM. Estimated date of completion is July 1, 2010.
I-405 MP 0.77 to MP 0.61 SB
Effective June 14, 2010, the I-405 SB ramp to I-5 NB will be restricted to 15 feet 00 in. in width and 15 feet 05 in. in height between the hours of 9:30 PM & 4:45 AM. Estimated date of completion is July 1, 2010.
I-405 MP 3.20 to MP 0 SB
On August 8, 2010, for one day only, this section of I-405 SB will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
U.S. Routes
US101 MP 0 - Astoria-Megler Bridge
Effective May 26, 2010, the Astoria-Megler Bridge in Astoria will be restricted to 16 feet 06. in. in height. Estimated date of completion is November 30, 2011.
US26 MP 0.94 WB - Ross Island Bridge - Portland
On August 8, 2010, for one day only, the westbound lanes of the Ross Island Bridge will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
US26 MP 1.07 to MP 1.14 EB & WB
Effective July 12, 2010 this section of US26 is restricted to 17 feet 00 in. in width between the hours of 9 AM and 3 PM and 7 PM and 5 AM. Estimated date of completion is August 31, 2010.
US26 (Hwy #047 - Sunset Hwy) MP 26 to MP 37 EB & WB -- NEW --
Effective August 2, 2010, this section of US26 will be restricted to 14 feet 00 in. in width between the hours of 8:00pm & 6:00am. Estimated date of completion is November 1, 2011.
US26 (Hwy #047) Exit 57 WB off-ramp to Glencoe Rd - North Plains
Effective August 9, 2010, the off-ramp from WB US26 to Glencoe Rd will be restricted to 10 feet 00 in. in width between the hours of 9:30 PM & 5 AM. Estimated date of completion is August 10, 2010.
US26 MP 64 to MP 67 EB & WB (Hillsboro)
Effective June 24, 2010, this section of US26 will be restricted to 12 feet 00 in. in width between the hours of 10 PM & 5 AM. In addition, the height traveling westbound in this section will be restricted to 16 feet 05 in. in height during the same time. Estimated date of completion is November 30, 2010.
US26 MP 73.81 EB Exit to I-405 SB
On August 8, 2010, for one day only, the exit from eastbound US26 to I-405 south will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
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 MP 186 to MP 186.60 EB & WB (Near Austin)
Effective June 7, 2010, this section of US26 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 15, 2010.
US30 MP 0.87 EB Exit to I-405 SB
On August 8, 2010, for one day only, the exit from eastbound US30 to I-405 south will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
US30 Bypass MP 0.91 EB & WB (Crossing the St Johns Bridge) - NW Portland
On August 8, 2010, for one day only, the St Johns Bridge/US30 Bypass will be restricted to 10 feet 00 in. in width between the hours of 6 AM & 1 PM for the Providence Bridge Pedal.
US30 MP 6.34 EB on-ramp from St Johns Bridge/US30 Bypass (Bridge Ave)
On August 8, 2010, for one day only, the on-ramp to US30 EB from the St Johns Bridge/US30 Bypass will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
US30 MP 6.41 WB off-ramp to St Johns Bridge/US30 Bypass (Bridge Ave)
On August 8, 2010, for one day only, the off-ramp from US30 WB to the St Johns Bridge/US30 Bypass will be closed to all traffic for the Providence Bridge Pedal between the hours of 4:30 AM & 1 PM.
US30 MP 3.92 to MP 6.93 EB & WB (NW Portland)
On August 8, 2010, for one day only, this section of US30 will be restricted to 10 feet 00 in. in width between the hours of 5 AM & 1 PM for the Providence Bridge Pedal.
US97 MP 183.20 to MP 183.70 NB (Gilchrist)
Effective August 16, 2010, this section of US97 will be restricted to 14 feet 00 in. in width between the hours of 9 AM & 3 PM. Estimated date of completion is August 19, 2010.
US101 MP 233 to MP 234 NB & SB - Coos Bay (McCullough) Bridge -- NEW --
Effective August 16, 2010, this section of US101 will be restricted to 14 feet 00 in. in width between the hours of 9:00pm & 5:00am. Estimated date of completion is August 19, 2010.
US101 MP 259.65 NB & SB - Coquille River (Bullards Bridge) - Bandon -- NEW --
Effective May 24, 2010, crossing the Coquille River (Bullard's Bridge)will be restricted to 15 feet 08 in. in height. Estimated date of completion is September 28, 2010.
US101 MP 303.81 to MP 306.60 NB & SB (South of Port Orford)
Effective June 1, 2010, this section of US101 will be restricted to 14 feet 00 in. in width. Estimated date of completion is September 30, 2010.
US395 MP 41 to MP 44 NB & SB (North of Burns)
Effective August 23, 2010, this section of US395 will be restricted to 12 feet 00 in. in width. Estimated date of completion is August 28, 2010.
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
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.
OR35 MP 73.50 to MP 74.00 NB & SB
Effective May 27, 2010, this section of OR35 will be restricted to 14 feet 00 in. in width. Estimated date of completion is November 15, 2010.
OR38 MP 39.83 EB & WB (Elk Creek Tunnel) -- NEW --
Effective August 9, 2010, traffic at Elk Creek Tunnel could experience delays of up to 60 minutes between the hours of 8 PM & 5 AM. Estimated date of completion is August 13, 2010.
OR42 MP 5.15 to MP 5.60 EB & WB (West of Coquille)
Effective July 5, 2010, this section of OR42 will be restricted to 19 feet 00 in. in width between the hours of 6 AM & 6 PM. Estimated date of completion is September 3, 2010.
OR42 MP 23.25 to MP 23.75 EB & WB (Myrtle Point)
Effective May 4, 2010, this section of OR42 will be restricted to 16 feet 00 in. in width Monday through Thursday between the hours of 6 AM & 6 PM and Friday between the hours of 6 AM & 3 PM. Estimated date of completion is September 3, 2010.
OR42 MP 25.50 to MP 25.75 EB & WB (East of Myrtle Point)
Effective July 14, 2010, this section of OR42 will be restricted to 10 feet 00 in. in width. There will be no width restriction from August 16, through August 22, 2010. Estimated date of completion is September 3, 2010.
OR42 MP 26.72 to MP 30.59 EB & WB
Effective August 23, 2010, this section of OR42 will be restricted to 11 feet 00 in. in width Monday through Thursday between the hours of 6 a.m. and 6 p.m. and Friday between the hours of 6 a.m. and 3 p.m. Estimated date of completion is September 3, 2010.
OR42 MP 26.72 to MP 30.59 EB & WB
Effective July 5, 2010, this section of OR42 will be restricted to 12 feet 00 in. in width Monday through Thursday between the hours of 6 a.m. and 6 p.m. and Friday between the hours of 6 a.m. and 3 p.m. Estimated date of completion is August 13, 2010.
OR42 MP 37.31 EB & WB (Remote)
Effective July 5, 2010, this section of OR42 will be restricted to 12 feet 00 in. in width Monday through Thursday between the hours of 6 a.m. and 6 p.m. and Friday between the hours of 6 a.m. and 3 p.m. There will be no width restriction from August 14 through August 22, 2010. Estimated date of completion is September 3, 2010.
OR42 MP 40.56 to MP 40.77 EB & WB
Effective July 5, 2010, this section of OR42 will be restricted to 11 feet 00 in. in width Monday through Thursday between the hours of 6 a.m. and 6 p.m. and Friday between the hours of 6 a.m. and 3 p.m. In addition, beginning July 19, 2010, this section of OR42 will be restricted to 11 feet 00 in. in width 24 hours a day/7 days a week. There will be no width restriction from August 14 through August 22, 2010. Estimated date of completion is September 3, 2010.
OR42 MP 43.60 to MP 46.00 EB & WB
Effective July 12, 2010 this section of OR42 is restricted to 16 foot wide loads between the hours of 7 AM and 7 PM on week days. No work will occur between the hours of 3 PM on Fridays until Noon on Mondays. Estimated date of completion is August 13, 2010.
OR43 MP 0.18 to MP 2.72 NB (Macadam Ave)
On August 8, 2010, for one day only, this section of NB OR43 will be restricted to 10 feet 00 in. in width between the hours of 5 AM & 1 PM for the Providence Bridge Pedal.
OR82 MP 30.00 to 34.00 EB & WB
Effective July 16, 2010 this section of OR82 will be restricted to 14 foot 00 in. in width. Estimated date of completion is October 25, 2010.
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 80,000 lbs. Estimated date of completion is April, 2010.
OR99E MP 1.49 to MP 3.06 NB & SB (Portland)
Effective July 8, 2010, this section of OR99E will be restricted to 10 feet 00 in. in width between the hours of 9:30 PM & 5 AM in July and 9 PM & 5:30 AM in August (1/2 hr after sunset until 1/2 hr before sunrise). In addition, the height will be restricted to 14 feet 10 in. high for this section going NB and 15 feet 00 in. high going SB during the same times. Estimated date of completion is August 31, 2010.
OR99E MP 1.47 NB Exit to EB US26
Effective July 8, 2010, the NB OR99E off ramp to EB US26 will be closed for approximately two nights (exact dates unknown) between the hours of 9:30 PM & 5 AM in July or 9 PM & 5:30 AM in August. Estimated date of completion is August 31, 2010.
OR99E MP 1.55 NB Exit to WB US26
Effective July 8, 2010, the NB OR99E off ramp to WB US26 will be closed for approximately two nights (exact dates unknown) between the hours of 9:30 PM & 5 AM in July or 9 PM & 5:30 AM in August. Estimated date of completion is August 31, 2010.
OR99E MP 1.60 SB On-Ramp from EB US26
Effective July 8, 2010, the SB OR99E on ramp from EB US26 will be closed for approximately two nights (exact dates unknown) between the hours of 9:30 PM & 5 AM in July or 9 PM & 5:30 AM in August. Estimated date of completion is August 31, 2010.
OR99E MP 2.21 SB Exit to Holgate Blvd
Effective July 8, 2010, the SB OR99E exit to Holgate Blvd will be closed for approximately two nights (exact dates unknown) between the hours of 9:30 PM & 5 AM in July or 9 PM & 5:30 AM in August. Estimated date of completion is August 31, 2010.
OR99E MP 2.59 SB Exit to Milwaukie Ave
Effective July 8, 2010, the SB OR99E exit to Milwaukie Ave will be closed for approximately two nights (exact dates unknown) between the hours of 9:30 PM & 5 AM in July or 9 PM & 5:30 AM in August. Estimated date of completion is August 31, 2010.
OR99W MP 3.10 to MP 3.25 NB (Barbur Blvd) -- NEW --
Effective August 24, 2010, this section of OR99W will be restricted to 14 feet 00 in. in width between the hours of 9 AM & 4 PM. In addition, the height will be restricted to 17 feet 00 in. in height at the same time. Estimated date of completion is December 31, 2010.
OR99W MP 78.54 to MP 79.04 NB & SB (north of Corvallis) -- NEW --
Effective August 9, 2010, this section of northbound OR99W will be restricted to 14 feet 00 in. in width, and this section of southbound OR99W will be restricted to 16 feet 00 in in width. Estimated date of completion is October 15, 2010.
OR138 MP 17.70 to MP 18.00 EB & WB (Lone Rock Bridge - Glide)
Effective September 9, 2010, this section of OR138 will be restricted to 12 feet 00 in. in width. Estimated date of completion is November 9, 2010.
OR138 MP 22 to MP 22.50 EB & WB (Idelyld)
Effective August 2, 2010, this section of OR138 will be restricted to 12 ft 00 in. in width. Estimated date of completion is September 10, 2010.
OR138 MP 36.50 to MP 37.50 EB & WB
Effective March 28, 2010, this section of OR138 will be restricted to 12 feet 00 in. in width. Estimated date of completion is October 29, 2010.
OR138 MP 57.25 to MP 57.50 EB & WB (Near Toketee)
Effective July 5, 2010, this section of OR138 will be restricted to 12 feet 00 in. in width. Estimated date of completion is October 28, 2010.
OR140 MP 41.70 to MP 42.70 EB & WB (near Beatty)
Effective June 21, 2010, this section of OR140 will be restricted to 14 ft 00 in. in width. Estimated date of completion is October 31, 2010.
Effective August 8, 2010, this section of OR153 will be closed to all traffic between the hours of 5 AM & 9 PM. Estimated date of completion is August 8, 2010. In addition, effective August 15, 2010, this section of OR153 will be closed to all traffic between the hours of 5 AM & 9 PM. Estimated date of completion is August 15, 2010.
OR154 (Lafayette Hwy) MP 0.52 to MP 6.26 NB & SB
Effective August 7, 2010, OR154 will be closed to all traffic between the hours of 5 AM & 9 PM. Estimated date of completion is August 7, 2010. In addition, effective August 14, 2010, OR154 will be closed to all traffic between the hours of 5 AM & 9 PM. Estimated date of completion is August 14, 2010.
OR217 NB off-ramp to EB US26
Effective April 5, 2010, the NB off-ramp to EB US26 will be restricted to 17 feet 00 in. in width. Estimated date of completion is April 5, 2011.
OR230 MP 0.58 EB & WB - Castle Creek Bridge
Effective August 9, 2010, this section of OR230 will be restricted to 10 feet 00 in. in width. Estimated date of completion is October 29, 2010.
OR230 MP 0.96 EB & WB - Bybee Creek Bridge
Effective August 9, 2010, this section of OR230 will be restricted to 10 feet 00 in. in width. Estimated date of completion is October 29, 2010.
OR230 MP 4.96 to MP 5.61 NB & SB
Effective June 16, 2010, this section of OR230 will be restricted to 10 feet 00 in. in width. Estimated date of completion is October 28, 2010.
OR230 MP 10.32 EB & WB - Muir Creek Bridge
Effective August 9, 2010, this section of OR230 will be restricted to 10 feet 00 in. in width. Estimated date of completion is October 29, 2010.
OR233 (Lafayette Hwy) MP 0 to MP 0.52 NB & SB
Effective August 7, 2010, OR233 from the junction of OR18 to the junction of OR155 (Amity-Dayton Hwy) will be closed to all traffic between the hours of 5 AM & 9 PM. Estimated date of completion is August 7, 2010. In addition, effective August 14, 2010, this section of OR233 will be closed to all traffic between the hours of 5 AM & 9 PM. Estimated date of completion is August 14, 2010.
OR234 MP 0.0400 EB & WB (Rogue River Bridge near I-5 Exit 43) Gold Hill
OR234 where it crosses the Rogue River Bridge has been partially re-opened. The northbound (eastbound) lane is NOW OPEN for one-way traffic only. The southbound (westbound) lane across the bridge is STILL CLOSED. THE BRIDGE IS ALSO RESTRICTED TO 20,000 LBS. TOTAL WEIGHT. In addition, the width is restricted to 11 feet 00 in. in width. The bridge will be shut down again TO ALL TRAFFIC after Labor Day and estimated to re-open on October 22, 2010.
OR234 MP 15.91 to MP 16.11 EB & WB (Rogue River Bridge) -- NEW --
Effective August 9, 2010, this section of OR234 will be restricted to 12 feet 00 in. in width and 14 feet 10 in. in height between the hours of 6 AM & 6 PM. Estimated date of completion is October 31, 2010.
OR551 MP 3.80 to MP 5.63 NB & SB -- NEW --
Effective August 20, 2010 at 8 PM, this section of OR551 will be closed. Estimated date of completion is August 23, 2010 at 4 AM.
Lifted Restrictions
I-5 MP 27.00 to MP 28.00 NB & SB
Effective July 18, 2010 this section of I-5 is restricted to 14 foot 00 in. in width between the hours of 9:30 PM & 5:30 AM. Estimated date of completion is August 13, 2010.
I-5 Exit 286 NB to Stafford - N Wilsonville
Effective June 14, 2010, the NB I-5 Exit 286 to Stafford - N Wilsonville will be closed between the hours of 10 PM & 5 AM. In addition, the height will be restricted to 17 ft. 11 in. high during the same time. Estimated date of completion is July 19, 2010.
I-5 NB Exit 289 to Nyberg Rd
Effective June 28, 2010 the I-5 NB Ramp at Exit 289 to Nyberg Rd will be closed intermittently between the hours of 10 PM & 5 AM. Estimated date of completion is July 30, 2010.
I-84 MP 5.64 to MP 7.22 WB
Effective June 25, 2010, this section of I-84 will be closed to all traffic intermittently between the hours of 8:30 PM & 8 AM. Estimated date of completion is July 17, 2010.
I-84 WB on-ramp from Exit 40
Effective July 6, 2010, at 6 a.m., the on-ramp to I-84 WB from Exit 40 will be closed until noon on July 16, 2010. The on-ramp will be open for the weekend from noon on July 9th until 6 a.m. on July 12th. Estimated date of completion is July 16, 2010.
BRIDGE RESTRICTIONS
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 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 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)
The Drawbridge crossing Lewis & Clark River (2.5 miles south of Astoria) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1.
US101 Business MP 6.89 (Crossing the Old Youngs Bay Bridge)
MP 6.89. Effective November 10, 2009 the Old Youngs Bay Bridge in Astoria will be 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.
OR Routes
OR7 MP 41.19 Powder 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 162AY MP 1C30.29 - 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/Grande Ronde River Bridge
MP 17.88 Indian Creek/Grande Ronde River 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
OR234 MP 0.0400 Rogue River Bridge near I-5 Exit 43 (Gold Hill)
The Rogue River Bridge has been partially re-opened. The northbound (eastbound) lane is NOW OPEN for one-way traffic only. The southbound (westbound) lane across the bridge is STILL CLOSED. THE BRIDGE IS RESTRICTED TO 20,000 LBS. TOTAL WEIGHT. The bridge will be shut down again TO ALL TRAFFIC after Labor Day and estimated to re-open on October 22, 2010.
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 legal axle weights with a maximum GVW of 80,000 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.
