Road Restrictions 2/26/2017

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ROAD RESTRICTIONS

Interstate Routes

I-5 MP 125.0 to MP 136.5 NB & SB (Roseburg to Sutherlin)

Effective February 1, 2017, this section of I-5 will be restricted to 19 feet 00 in. in width between the hours of 9 AM & 4 PM. Estimated date of completion is March 1, 2017.

I-5 MP 125.0 to MP 136.5 NB & SB (Roseburg to Sutherlin)

Effective February 1, 2017, this section of I-5 will be restricted to 16 feet 01 in. in height northbound, and 16 feet 05 in. in height southbound, between the hours of 9 AM & 4 PM. Estimated date of completion is March 1, 2017.

I-5 MP 154 to MP 163 NB & SB (Anlauf)

Effective January 2, 2017, this section of I-5 will be restricted to 16 feet 00 in. in width. Loads wider than 16 feet 00 in. in width may be accommodated on a case-by-case basis. Contact the Over-Dimension Permit Unit for information. Estimated date of completion is November 22, 2017.

I-5 MP 156.65 NB & SB (crossing under Cox Rd - Anlauf)

Effective January 2, 2017, this section of I-5 will be restricted to 16 feet 07 in. in height. Estimated date of completion is November 22, 2017.

I-5 SB Exit 160 on- and off-ramps to/from Salt Springs Rd (Anlauf)

Effective February 15, 2017, the I-5 southbound Exit 160 on- and off-ramps to/from Salt Springs Rd will be closed. Estimated date of completion is March 24, 2017.

I-5 NB Exit 161 ramp to Anlauf/Lorane

Effective February 16, 2017, the ramp from I-5 northbound Exit 161 to Anlauf/Lorane will be closed. Estimated date of completion is May 31, 2017.

I-5 SB on-ramp from OR38/OR99 EB (Drain)

Effective March 1, 2016, the ramp from OR38/OR99 eastbound to I-5 southbound will be closed. Estimated date of completion is March 17, 2017.

I-5 NB Exit 263 off-ramp to Brooklake Rd (Brooks)

Effective February 17, 2017, the ramp from I-5 northbound Exit 263 to Brooklake Rd will be intermittently closed between the hours of 9 PM & 5 AM. Estimated date of completion is March 3, 2017.

I-5 MP 281 to MP 276 SB (north of Woodburn) -- NEW --

Effective February 26, 2017, this section of I-5 southbound will be restricted to 18 feet 00 in. in width on Sunday to Thursday nights between the hours of 9 PM & 5 AM. This restriction will be in effect until further notice.

I-5 MP 300.38 SB (Marquam Bridge - Portland)

Effective March 3, 2017, this section of I-5 southbound will be closed between the hours of 9 PM & 5 AM. Estimated date of completion is March 5, 2017.

I-84 EB Exit 10 on- and off-ramp to/from NE 122nd Ave (Portland)

Effective September 19, 2016, the I-84 eastbound Exit 10 on- and off-ramps to/from NE 122nd Ave will be intermittently closed between the hours of 8 PM & 6 AM. Estimated date of completion is May 22, 2017.

I-84 MP 45.60 to MP 64.50 EB & WB (Cascade Locks-Hood River)

Effective January 9, 2017, this section of I-84 will be restricted to 19 feet 00 in. in width. Estimated date of completion is February 28, 2017.

I-84 MP 60 to MP 62 EB (Hood River)

Effective September 6, 2016, this section of I-84 eastbound will be restricted to 19 feet 00 in. in width from 8 PM Sunday until 12 noon Friday. Estimated date of completion is March 31, 2017.

I-84 MP 62.05 WB (Crossing Under Exit 62/US30 - Hood River)

Effective July 26, 2015, I-84 westbound crossing under Exit 62 (US30) will be restricted to 15 feet 05 in. in height. Estimated date of completion is February 28, 2017.

I-84 MP 63.92 WB (Crossing Under Exit 63/2nd St - Hood River)

Effective July 26, 2015, I-84 westbound crossing under Exit 63 (2nd St) will be restricted to 15 feet 09 in. in height. Estimated date of completion is February 28, 2017.

I-84 MP 75.50 to MP 84.81 EB & WB (The Dalles)

Effective March 15, 2017, this section of I-84 will be restricted to 12 feet 00 in. in width on Sunday to Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is May 31, 2017.

I-84 Exit 76, 82, 83, 84 on- and off-ramps to/from I-84 EB & WB (The Dalles)

Effective March 15, 2017, the following on- and off-ramps to/from I-84 eastbound and westbound will be intermittently closed on Sunday to Thursday nights between the hours of 10 PM & 5 AM: Exit 76 (Rowena); Exit 82 (Columbia Gorge Discovery Center); Exit 83 (W 6th St); Exit 84 (City Center). These closures are NOT on the I-84 mainline. Estimated date of completion is May 31, 2017.

I-84 MP 75.50 to MP 84.81 EB & WB (The Dalles) -- NEW --

Effective March 15, 2017, this section of I-84 will be restricted to 16 feet 00 in. in width from 7 PM on Sunday to 11 AM on Friday. No restrictions will be in place from 11 AM on Friday to 7 PM on Sunday. Estimated date of completion is May 31, 2017.

I-84 crossing under River Rd Exit 82 (The Dalles) -- NEW --

Effective March 15, 2017, this section of I-84 will be restricted to 16 feet 10 in. in height eastbound, and 19 feet 09 in. in height westbound, from 7 PM on Sunday to 11 AM on Friday. No restrictions will be in place from 11 AM on Friday to 7 PM on Sunday. Estimated date of completion is May 31, 2017.

I-205 MP 0 to MP 6.42 NB & SB

Effective December 19, 2016, this section of I-205 is restricted to 19 feet 00 in. in width between the hours of 8 PM & 8 AM. Estimated date of completion is June 30, 2017.

I-205 MP 13.0 to MP 16.3 NB & SB (Clackamas

Effective February 13, 2017, this section of I-205 will be restricted to 17 feet 00 in. in height at the following times: Sunday to Thursday nights between the hours of 8 PM & 5:30 AM; Friday nights between the hours of 8 PM & 8 AM. Estimated date of completion is September 30, 2017.

I-205 MP 18.00 to MP 18.75 NB & SB (Portland)

Effective February 13, 2017, this section of I-205 will be restricted to 16 feet 05 in. in height northbound, and 17 feet 04 in. in height southbound, on Sunday to Friday nights between the hours of 8 PM & 5:30 AM. Estimated date of completion is April 30, 2017.

I-205 MP 18.75 to MP 22.00 NB & SB (Portland)

Effective February 13, 2017, this section of I-205 will be restricted to 17 feet 02 in. in height northbound, and 16 feet 06 in. in height southbound, on Sunday to Friday nights between the hours of 8 PM & 8:30 AM. Estimated date of completion is April 30, 2017.

I-405 NB Exit 1A ramp to Naito Pkwy/Harbor Dr (Portland)

Effective March 19, 2017, the ramp from I-405 northbound Exit 1A to Naito Pkwy/Harbor Dr will be closed between the hours of 7 AM & 11:45 AM for one day only.

U.S. Routes

US26 WB ramp to OR99W SB (Portland)

Effective March 19, 2017, the ramp from US26 westbound (Ross Island Bridge) to OR99W southbound will be closed between the hours of 7 AM & 11:45 AM for one day only.

US26 MP 0.59 EB & WB (Ross Island Bridge - Portland) -- NEW --

Effective February 28, 2017, this section of US26 will be restricted to 12 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is August 31, 2017.

US26 (Powell Blvd) MP 2.22 EB & WB (Portland)

Effective January 1, 2017, this section of US26 will be restricted to 13 feet 00 in. in width on Monday to Friday between the hours of 8 PM & 5 AM. Estimated date of completion is February 24, 2017.

US26 MP 62.02 to MP 65.13 EB & WB (Hillsboro)

Effective October 31, 2016, this section of US26 will be restricted to 10 feet 00 in. in width between the hours of 10 PM & 5 AM. Estimated date of completion is October 31, 2017.

US26 MP 62.02 to MP 65.13 EB & WB (Hillsboro)

Effective October 31, 2016, this section of US26 will be restricted to 14 feet 00 in. in width on Saturdays from 1/2 hr before sunrise until 8 AM, and on Sundays from 1/2 hr before sunrise until 9 AM. Estimated date of completion is October 31, 2017.

US26 MP 71 to MP 72 EB (Portland)

Effective October 31, 2016, this section of US26 eastbound will be restricted to 13 feet 00 in. in width on Sunday to Thursday nights between the hours of 10 PM & 5 AM. Estimated date of completion is May 22, 2017.

US26 MP 72 to MP 73 EB (Portland)

Effective November 10, 2016, this section of US26 eastbound will be restricted to 13 feet 00 in. in width on Sunday to Thursday nights between the hours of 10 PM & 5 AM. Estimated date of completion is April 13, 2017.

US26 MP 72.63 EB (Portland)

Effective November 10, 2016, this section of US26 eastbound will be restricted to 21 feet 00 in. in width on Sunday to Thursday nights between the hours of 10 PM & 5 AM. Estimated date of completion is April 13, 2017.

US97 MP 273.5 to MP 279.5 NB & SB (Klamath Falls)

Effective January 18, 2017, this section of US97 will be restricted to 16 feet 07 in. in height northbound, and 19 feet 06 in. in height southbound, between the hours of 8 AM & 4 PM. Estimated date of completion is January 26, 2017.

US101 MP 211.21 NB & SB (Umpqua River Bridge - Reedsport)

Effective January 25, 2016, this section of US101 will be restricted to 11 feet 06 in. in width on Monday to Thursday nights between the hours of 7 PM & 7 AM. Estimated date of completion is September 1, 2017.

US101 MP 211.21 NB & SB (Umpqua River Bridge - Reedsport)

Effective January 25, 2016, this section of US101 will be restricted to 14 feet 00 in. in width on Monday to Thursday between the hours of 7 AM & 7 PM. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Loads wider than 14 feet 00 in. in width may be accommodated on a case-by-case basis. Contact the Over-Dimension Permit Unit for information. Estimated date of completion is September 1, 2017.

US101 MP 233.99 (McCullough Bridge - Coos Bay)

Effective October 15, 2013, this section of US101 will be restricted to 11 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is November 1, 2018.

US101 MP 347.78 NB & SB (Brookings)

Effective October 10, 2016, this section of US101 will be restricted to 16 feet 08 in. in height. Estimated date of completion is March 1, 2017.

US101 MP 347.78 NB & SB (Brookings)

Effective June 14, 2016, this section of US101 will be restricted to 14 feet 00 in. in width. Mobile homes with eaves are allowed, provided the base width does not exceed 14 feet 00 in. in width. Estimated date of completion is March 1, 2017.

OR Routes

OR47 MP 88.05 NB & SB (Forest Grove)

Effective September 27, 2016, this section of OR47 is restricted to 14 feet 00 inches in width and 135 feet overall length. Mobile homes with eaves are allowed provided the base width does not exceed 14 feet 00 in. in width. Loads wider than 14 feet or 135 feet overall length may be accommodated on a case-by-case basis. Contact the Over-Dimension Permit Unit for information.

Naito Pkwy/Barbur Blvd (OR99W) MP 1.27 to MP 3.19 SB (Portland)

Effective March 19, 2017, this section of Naito Pkwy/Barbur Blvd will be closed between the hours of 7 AM & 11:45 AM for one day only.

OR99E (McLoughlin Blvd) MP 4.0 to MP 5.5 NB & SB (Milwaukie)

Effective January 30, 2017, this section of OR99E (McLoughlin Blvd) will be restricted to 17 feet 01 in. in height on Monday to Friday nights between the hours of 8 PM & 5:30 AM. Estimated date of completion is April 15, 2017.

OR104 (Fort Stevens Spur) MP 4.62 EB & WB (Warrenton)

Effective February 25, 2017, this section of OR104 (Fort Stevens Spur) will be closed. Estimated date of completion is February 27, 2017.

OR130 (Little Nestucca Hwy) MP 4 to MP 9 EB & WB

Effective February 27, 2017, this section of OR130 will be closed between the hours of 8 AM & 5 PM. Estimated date of completion is February 28, 2017.

Lifted Restrictions

I-5 MP 216 to MP 234 NB & SB (south of Albany)

Effective February 13, 2017, this section of I-5 will be restricted to 19 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is February 17, 2017.

I-5 MP 216 to MP 234 NB & SB (south of Albany)

Effective February 13, 2017, this section of I-5 will be restricted to 16 feet 04 in. in height northbound, and 16 feet 05 in. in height southbound, between the hours of 9 PM & 5 AM. Estimated date of completion is February 17, 2017.

I-5 MP 259.10 to MP 271.85 NB (Salem to Woodburn)

Effective February 16, 2017, this section of I-5 northbound will be restricted to 19 feet 00 in. in width between the hours of 8 PM & 5 AM. Estimated date of completion is February 17, 2017.

I-5 MP 259.10 to MP 271.85 NB (Salem to Woodburn)

Effective February 16, 2017, this section of I-5 northbound will be restricted to 16 feet 03 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion is February 17, 2017.

OR217 MP 1.76 to MP 6.00 SB (Beaverton)

Effective February 1, 2017, this section of OR217 southbound will be restricted to 19 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is February 14, 2017.

OR217 MP 1.76 to MP 6.00 SB (Beaverton)

Effective February 1, 2017, this section of OR217 southbound will be restricted to 15 feet 07 in. in height between the hours of 9 PM & 5 AM. Estimated date of completion is February 14, 2017.

BRIDGE RESTRICTIONS

Interstate Routes

I-5 MP 104.85 Chadwick Ln crossing over I-5 (near Riddle)

Chadwick Ln crossing over I-5 is restricted to the following weights: 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1.

I-5 MP 151.81 Wilson Rd crossing over I-5 (Yoncalla)

Wilson Rd crossing over I-5 is restricted to the following weights: 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.

I-84 MP 256.42 Upper Perry Interchange crossing over I-84 (Perry)

Upper Perry Interchange crossing over I-84 is restricted to the following weights: 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

Corvallis-Newport Hwy Frontage Rd MP 23.38 (Yaquina River Bridge - Eddyville)

Effective May 19, 2006, the Yaquina River Bridge near Eddyville is restricted to the following weights: 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. This restriction is not on the US20 mainline.

US26 MP 0.59 EB & WB (Ross Island Bridge - Portland)

Effective February 6, 2017, US26 across the Ross Island Bridge 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. Estimated date of completion is August 31, 2017.

US30 (Historic Columbia River Hwy) MP 0.03 (Sandy River Bridge - Troutdale)

US30 (Historic Columbia River Highway) crossing the Sandy River Bridge is restricted to 30 tons gross weight.

US30 (Huntington Hwy) MP 0.46 (Burnt River Bridge - Lime)

Effective June 16, 2011, the Burnt River Bridge near Lime just off I-84 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.

US30 (Historic Columbia River Hwy) MP 13.14 (Shepperds Dell Bridge)

US30 (Historic Columbia River Hwy) crossing Youngs Creek (Shepperds Dell) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Weight Table 1.

US30 (Historic Columbia River Hwy) MP 17.68 (West Multnomah Falls Bridge)

US30 (Historic Columbia River Hwy) crossing West Multnomah Falls Bridge is restricted to 28,000 lbs. for solo vehicles, 44,000 lbs. for 3-2 combinations, and 56,000 lbs. for 3-3 combinations.

US30 (Historic Columbia River Hwy) MP 20.39 (Horsetail Creek Bridge)

US30 (Historic Columbia River Hwy) crossing Horsetail Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, Weight Table 1.

US30 MP 30.42 (Bridge of the Gods - Cascade Locks)

Effective December 24, 2013, the Bridge of the Gods at US30 MP 30.42 is restricted to 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)

The Columbia River (Lewis & Clark) Bridge between Rainier, OR and Longview, WA is restricted to 21,500 lbs. per axle, no gross weight restriction. Contact the State of Washington at (360) 704-6340 for current information regarding size restrictions for this bridge.

US101 Business MP 4.78 (Lewis & Clark River Bridge - Astoria)

US101 Business crossing Lewis & Clark River Bridge 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 (Old Youngs Bay Bridge - Astoria)

Effective November 10, 2009, US101 Business crossing the Old Youngs Bay Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW, Weight Table 2.

US101 MP 40.71 (Neahkahnie Mtn Chasm Bridge - near Manzanita)

Effective November 15, 2004, Neahkahnie Mtn Chasm Bridge 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 141.67 (Yaquina Bay Bridge - Newport)

Effective March 1, 2013, the Yaquina Bay Bridge in Newport 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. Non-divisible loads exceeding these weights (up to Weight Table 5) may cross the bridge if they stop traffic/straddle the centerline and are the only vehicle on the bridge when crossing. Certified flaggers are required to stop both northbound and southbound traffic. The rolling stop method is not allowed.

US101 MP 190.98 (Siuslaw River Bridge - Florence)

Effective March 17, 2003, the Siuslaw River Bridge 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.

US101 MP 311.40 (Reinhart Creek Bridge - south of Port Orford)

Effective March 1, 2017, US101 crossing the Reinhart Creek Bridge 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. Non-divisible loads exceeding these weights may cross the bridge if they stop oncoming traffic and straddle the centerline. Certified flaggers are required to stop oncoming traffic.

OR Routes

OR18 MP 51.57 (Yamhill River Bridge - Dayton)

OR18 crossing Yamhill River Bridge 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.

OR22 MP 10.49 (Louie Creek Bridge - Dolph)

OR22 crossing Louie Creek Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, Weight Table 3 only.

OR22 MP 10.66 (Louie Creek Bridge - Dolph)

OR22 crossing Louie Creek Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, Weight Table 3 only.

Santiam River Bridge - Mill City (not on OR22 mainline)

1st St crossing Santiam River Bridge in Mill City is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2. This restriction is NOT on the OR22 mainline.

OR27 MP 1.90 (Irrigation Ditch - Prineville)

OR27 crossing Irrigation Ditch at MP 1.90 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.

OR27 MP 2.88 (Irrigation Ditch - Prineville)

OR27 crossing Irrigation Ditch at MP 2.88 is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.

OR27 MP 4.62 (Irrigation Ditch - Prineville)

OR27 crossing Irrigation Ditch at MP 4.62 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 Bridge - south of Prineville)

OR27 crossing 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 EB MP 0.13 (Willamette River / Van Buren St Bridge - Corvallis)

Old OR34 eastbound crossing Willamette River (Van Buren St) Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW., Weight Table 1.

OR35 crossing Columbia River (White Salmon) Bridge - Hood River

OR35 crossing the Columbia River (White Salmon) Bridge 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.

OR43 MP 11.43 (Willamette River Arch Bridge - Oregon City)

OR43 crossing the Willamette River Arch Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW, Weight Table 1.

OR53 MP 5.98 (Jack Horner Creek Bridge)

OR53 crossing Jack Horner Creek Bridge is restricted to 20,000 lbs. single axle, 40,000 lbs tandem axle, Weight Table 3.

OR86 MP 40.64 (Eagle Creek Bridge - Richland)

Effective October 20, 2016, all single-trip permit holders over continuous trip permit weights must stop all traffic, straddle centerline, and be the only vehicle on bridge when crossing.

OR99 MP 19.09 SB (Ashland Creek Bridge - Ashland)

Effective June 12, 2015, OR99 southbound crossing Ashland Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2. Effective January 14, 2016, 5-axle single unit vehicles will be limited to 58,000 lbs. GVW, 6-axle single unit vehicles will be limited to 64,000 lbs. GVW, 7-axle single unit vehicles will be limited to 72,000 lbs. GVW.

OR104 Spur MP 4.62 (Skipanon River Bridge - Warrenton)

Effective April 4, 2011, OR104 Spur crossing the Skipanon River Bridge is restricted to 38,000 lbs. for solo trucks, 56,000 lbs. for 3-2 axle truck combinations, 64,000 lbs. for 3-3 axle (or more) truck combinations.

OR120 (Swift Hwy / Portland Rd) MP 0.38 (Columbia Slough Bridge - Portland)

OR120 (Swift Hwy / Portland Rd) crossing Columbia Slough Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.

OR126 Business MP 1.34 WB (Willamette River / Main St Bridge - Springfield)

OR126 Business westbound crossing Willamette River / Main St Bridge 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.

OR130 (Little Nestucca Hwy) MP 3.23 (Panther Creek Bridge)

OR130 (Little Nestucca Hwy) crossing Panther Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.

OR130 (Little Nestucca Hwy) MP 3.60 (Squaw Creek Bridge)

OR130 (Little Nestucca Hwy) crossing Squaw Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.

OR130 (Little Nestucca Hwy) MP 3.82 (Austin Creek Bridge)

OR130 (Little Nestucca Hwy) crossing Austin Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.

OR130 (Little Nestucca Hwy) MP 4.15 (Little Nestucca River Bridge)

OR130 (Little Nestucca Hwy) crossing Little Nestucca River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.

OR130 (Little Nestucca Hwy) MP 4.76 (Bear Creek Bridge)

OR130 (Little Nestucca Hwy) crossing Bear Creek Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW., Weight Table 2.

OR164 (Jefferson Hwy) MP 6.24 (Santiam River Bridge - Jefferson)

OR164 crossing the Santiam River Bridge 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.

OR219 MP 23.46 (Willamette River Bridge - south of Newberg)

OR219 crossing Willamette River Bridge 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.

OR234 MP 0.04 (Rogue River Bridge - west of Gold Hill)

OR234 crossing Rogue River Bridge west of Gold Hill 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.

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 (Freewater Hwy) MP 2.76 (West Crockett Branch Bridge - Milton-Freewater)

OR339 (Freewater Hwy) crossing West Crockett Branch Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.

OR339 (Freewater Hwy) MP 3.16 (East Fork Little Walla Walla River Bridge - Milton-Freewater)

OR339 (Freewater Hwy) crossing East Fork Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.

OR339 (Freewater Hwy) MP 3.31 (West Fork Little Walla Walla River Bridge - Milton-Freewater)

OR339 (Freewater Hwy) crossing West Fork Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle, Weight Table 4.

Other Jurisdictions

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.

Request email notification when restrictions change.