Road Restrictions 12/3/2016

Print Road & Bridge Restrictions     Print Road Restrictions Only

ROAD RESTRICTIONS

Interstate Routes

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

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) -- NEW --

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 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 MP 217 to MP 229 NB & SB (south of Albany)

Effective November 23, 2016, this section of I-5 will be restricted to 14 feet 00 in. in width between the hours of 9 PM & 6 AM. Estimated date of completion is December 3, 2016.

I-5 MP 217 to MP 229 NB & SB (south of Albany)

Effective November 23, 2016, this section of I-5 will be restricted to 16 feet 06 in. in height northbound, and 16 feet 05 in. in height southbound, between the hours of 9 PM & 6 AM. Estimated date of completion is December 3, 2016.

I-5 SB ramp to I-405 NB (Portland)

Effective December 16, 2016, the ramp from I-5 southbound to I-405 northbound will be closed between the hours of 9 PM & 5 AM. Estimated date of completion is December 18, 2016.

I-5 SB Exit 302B ramp to I-405 SB (Portland)

Effective December 4, 2016, the ramp from I-5 southbound Exit 302B to I-405 southbound will be restricted to 12 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is December 15, 2016.

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 November 30, 2016.

I-84 MP 17 to MP 32 EB & WB (Troutdale to Multnomah Falls)

Effective June 15, 2016, this section of I-84 will be restricted to 12 feet 00 in. in width per the following schedule: eastbound, between the hours of 7 PM & 7 AM; westbound, between the hours of 8 PM & 8 AM. Estimated date of completion is November 30, 2016.

I-84 EB & WB Exit 18 ramps to/from Jordan Rd (east of Troutdale)

Effective June 8, 2016, the I-84 eastbound and westbound Exit 18 ramps to/from Jordan Rd will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 EB Exit 22 to Corbett (east of Troutdale)

Effective June 14, 2016, the ramp from I-84 eastbound Exit 22 to Corbett will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 MP 22.1 WB (crossing under Corbett Rd Exit 22)

Effective June 7, 2016, I-84 westbound crossing under Corbett Rd Exit 22 will be restricted to 15 feet 06 in. in height between the hours of 8 PM & 8 AM. Estimated date of completion is November 30, 2016.

I-84 WB Exit 22 to Corbett (east of Troutdale)

Effective June 15, 2016, the ramp from I-84 westbound Exit 22 to Corbett will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 EB Exit 25 to Rooster Rock State Park (east of Troutdale)

Effective June 14, 2016, the ramp from I-84 eastbound Exit 25 to Rooster Rock State Park will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 MP 24.99 EB (crossing under Rooster Rock Exit 25)

Effective June 7, 2016, I-84 eastbound crossing under Rooster Rock Exit 25 will be restricted to 16 feet 07 in. in height between the hours of 7 PM & 7 AM. Estimated date of completion is November 30, 2016.

I-84 WB Exit 25 to Rooster Rock State Park (east of Troutdale)

Effective June 15, 2016, the ramp from I-84 westbound Exit 25 to Rooster Rock State Park will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 EB Exit 28 to Historic Columbia River Hwy/Bridal Veil (east of Troutdale)

Effective June 14, 2016, the ramp from I-84 eastbound Exit 28 to Historic Columbia River Hwy/Bridal Veil will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 WB Exit 29 to Dalton Point (east of Troutdale)

Effective June 15, 2016, the ramp from I-84 westbound Exit 29 to Dalton Point will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

I-84 EB Exit 30 to Benson State Rec Area (east of Troutdale)

Effective June 14, 2016, the ramp from I-84 eastbound Exit 30 to Benson State Rec Area will be intermittently closed between the hours of 9 PM & 6 AM. Estimated date of completion is November 30, 2016.

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

Effective July 26, 2015, this section of I-84 will be restricted to 19 feet 00 in. in width from Midnight Sunday night to 12 Noon on Fridays. Estimated date of completion is November 30, 2016.

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

Effective May 1, 2016, this section of I-84 will be restricted to 11 feet 00 in. in width between the hours of 8 PM & 8 AM. Estimated date of completion is December 21, 2016.

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

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 December 22, 2016.

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 December 21, 2016.

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 December 21, 2016.

I-405 NB ramp to I-5 SB (Portland)

Effective December 4, 2016, the ramp from I-405 northbound to I-5 southbound will be intermittently closed on Sunday to Thursday nights between the hours of 9 PM & 5 AM. Estimated date of completion is December 15, 2016.

I-405 NB ramp to N Kerby Ave (Portland)

Effective December 4, 2016, the ramp from I-405 northbound to N Kerby Ave will be intermittently closed on Sunday to Thursday nights between the hours of 9 PM & 5 AM. Estimated date of completion is December 15, 2016.

I-405 NB ramp to I-5 NB (Portland)

Effective December 4, 2016, the ramp from I-405 northbound to I-5 northbound will be restricted to 15 feet 00 in. in width between the hours of 9 PM & 5 AM. Estimated date of completion is December 15, 2016.

U.S. Routes

US20 MP 13.21 to MP 13.52 EB & WB (Lebanon)

Effective December 3, 2016, this section of US20 will be closed between the hours of 5 PM & 6 PM for one day only.

US20/US395 MP 131.44 to MP 131.92 EB & WB (Burns)

Effective December 10, 2016, this section of US20/US395 will be closed between the hours of 5 PM & 7 PM for one day only.

US20/US26 MP 265.68 to MP 266.31 EB & WB (Nyssa)

Effective December 10, 2016, this section of US20/US26 will be closed between the hours of 6 PM & 6:30 PM for one day only.

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.

US26 MP 161.88 to MP 162.36 EB & WB (John Day)

Effective December 10, 2016, this section of US26 will be closed between the hours of 6 PM & 7 PM for one day only.

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 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 November 26, 2016.

US101 MP 347.78 NB & SB (Brookings)

Effective November 26, 2016, this section of US101 will be restricted to 11 feet 06 in. in width. No restrictions will be in place from 6 AM to 10 AM each day. Estimated date of completion is January 31, 2017.

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 January 31, 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.

OR99E MP 28.48 to MP 28.59 NB & SB (Harrisburg)

Effective December 10, 2016, this section of OR99E will be closed between the hours of 7 PM & 8 PM for one day only.

OR126 Business WB (Main St) MP 2.49 to MP 1.66 (Springfield)

Effective December 3, 2016, this section of OR126 Business westbound (Main St) will be closed between the hours of 10 AM & 3 PM for one day only.

OR138 (Harvard Ave) MP -0.80 to MP 0.17 EB & WB (Roseburg)

Effective August 12, 2015, this section of OR138 (Harvard Ave) will be restricted to 13 feet 00 in. in width. Loads wider than 13 feet 00 in. in width may be accommodated on a case-by-case basis. Contact the Over-Dimension Permits Unit for information. Estimated date of completion is November 30, 2016.

OR140 MP 25 to MP 35 EB & WB (Bly Mountain)

Effective February 24, 2015, this section of OR140 will be restricted to 12 feet 00 in. in width. Estimated date of completion is December 31, 2016.

OR213 (NE 82nd Ave) MP 0.94 to MP 1.07 NB & SB (Portland)

Effective May 9, 2016, this section of OR213 (NE 82nd Ave) will be restricted to 14 feet 00 in. in width between the hours of 8 AM to 3 PM, and 10 PM to 6 AM. 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 October 28, 2016.

OR380 MP 0.08 to MP 0.15 EB & WB (Prineville)

Effective July 25, 2016, this section of OR380 will be restricted to 10 feet 00 in. in width. Estimated date of completion is December 31, 2016.

Lifted Restrictions

I-84 MP 285.68 to MP 289.17 EB & WB (North Powder)

Effective April 4, 2016, this section of I-84 will be restricted to 20 feet 00 in. in width. Estimated date of completion is November 18, 2016.

US30 MP 6.51 to MP 13.10 EB & WB (west of Portland)

Effective June 30, 2016, this section US30 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. 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 November 30, 2016.

OR99W MP 83.49 to MP 83.85 SB (Corvallis)

Effective November 25, 2016, this section of OR99W will be closed between the hours of 7 PM & 9 PM for one day only.

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.

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.

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.

OR234 MP 16.01 (Rogue River Bridge - east of Gold Hill)

Effective June 21, 2016, OR234 crossing the Rogue River Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 80,000 lbs. GVW, Weight Table 1.

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.