Effective November 20, 2008 the on & off ramps at I-5 Exit 120 SB will be closed. All traffic must detour using exit 119. Estimated date of completion is November 20, 2010.
I-5 Exit 121 (on-ramp from Mclain Ave) SB
Effective August 10, 2009 the I-5 SB on-ramp at Exit 121 will be closed. All traffic must enter I-5 North Bound and take exit 123, cross over the highway to re-enter I-5 South Bound. Estimated date of completion is August 1, 2010.
I-5 MP 157 to MP154 SB
Effective January 4, 2009 this section of I-5 is restricted to 16 feet 00 in. in width. Estimated date of completion is May 28, 2010.
I-5 SB on-ramp from East Saginaw Rd -- NEW --
Effective December 05, 2009 the on-ramp from East Saginaw Rd to I-5 SB will be closed. Estimated date of completion is March 1, 2010.
I-5 MP 191.27 to 192.00 NB (Eugene)
Effective September 21, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width and 18 feet 05 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion in May 31, 2010.
I-5 Exit 192 to OR99/OR126 Business (Franklin Blvd) NB
Effective February 15, 2010 this off-ramp at Exit 192 to OR99/OR126 Business (Franklin Blvd) will be closed. Authorized detour route is Exit 191 to Glenwood to OR99/OR126 Business. Estimated date of completion is February 19, 2010.
I-5 MP 192.39 to 191.37 SB (Eugene)
Effective September 21, 2009 this section of I-5 will be restricted to 16 feet 00 in. in width and 16 feet 09 in. in height between the hours of 8 PM & 5 AM. Estimated date of completion in May 31, 2010.
I-5 SB Ramp from I-205 SB
Effective October 30, 2009 the I-205 SB Ramp to I-5 SB will be restricted to 17 feet 00 in, in width between the hours of 10PM & 5 AM. Estimated date of completion is June 30, 2010.
I-5 MP 298 to MP 297 SB
Effective January 16, 2010 this section of I-5 will be restricted to 16 feet 07 in. in height between the hours of 6 AM and 6 PM. Estimated date of completion is March 27, 2010 .
I-5 MP 301.50 to MP 301.60 NB
Effective March 13, 2010 this section of I-5 will be restricted to 12 feet in width and 18 feet 05 in. in height between the hours of 10 PM and 5 AM. Estimated date if completion is March 14, 2009.
I-5 MP 301.50 to MP 301.60 SB
Effective February 27, 2010 this section of I-5 will be restricted to 12 feet in width and 14 feet 07 in. in height between the hours of 10 PM and 5 AM. Estimated date if completion is March 14, 2009.
I-5 MP 305.93 SB on ramp from Columbia Blvd
Effective May 21, 2008 the SB on ramp from Columbia Blvd to I-5 will be restricted to 17 ft. 00 in. in width. Estimated date of completion is October 31, 2010.
I-5 MP 305.44 to MP 306.70 NB & SB
Effective April 21, 2008 this section of I-5 will be restricted to 14 ft. 00 in. in width between the hours of 11 PM to 5 AM. In addition the height will be restricted to 15 ft 11 in. SB & 15 ft. 08 in. NB. 24 hours per day. Estimated date of completion is October 31, 2010.
I-84 MP 35 to MP 48 EB
Effective September 8, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, the height crossing under Forest Lane at MP 46.35 will be restricted to 16 feet 05 in. in height. Estimated date of completion is May 28, 2010.
I-84 MP 35 to MP 48 WB
Effective September 8, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, the height crossing under Forest Lane at MP 46.35 will be restricted to 16 feet 05 in. in height. Estimated date of completion is May 28, 2010.Estimated date of completion is May 28, 2010.
I-84 MP 64.30 to MP 71 EB
Effective September 8, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, the height will be restricted to 16'6" crossing under US30 Exit 69. Estimated date of completion is May 28, 2010.
I-84 MP 64.30 to MP 71 WB
Effective September 8, 2009, this section of I-84 will be restricted to 16 feet 00 in. in width. In addition, the height will be restricted to 16'7" crossing under US30 Exit 69. Estimated date of completion is May 28, 2010.
I-84 MP 340 to MP 343 EB & WB (Lime)
Effective March 17, 2008 this section of I-84 is restricted to 16 ft. 00 in. in width both EB and WB. In addition the EB Exit 342 will be closed. The detour route for loads accessing Lime will be to use Exit 345 to US30. Estimated date of completion is March 31, 2010.
I-405 NB Exit 1-B to 4th Ave.
Effective February 25, 2010 the I-405 NB Exit 1-B to 4th St will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is February 26, 2010.
I-405 NB Exit 1-B to 4th Ave.
Effective February 14, 2010 the I-405 NB Exit 1-B to 4th St will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is February 18, 2010.
I-405 on-ramp from SW. 6th Ave. NB
Effective February 14, 2010 the on-ramp from SW 6th Ave to I-405 NB will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is February 18, 2010.
I-405 on-ramp from SW. 6th Ave. NB
Effective February 25, 2010 the on-ramp from SW 6th Ave to I-405 NB will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is February 26, 2010.
I-405 on-ramp from SW. 6th Ave. NB -- NEW --
Effective February 7, 2010 the on-ramp from SW 6th Ave to I-405 NB will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is February 12, 2010.
I-405 Exit 1-D to SW 12th Ave NB
Effective February 1, 2010 the I-405 NB Exit 1-D to SW 12th Ave will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is February 5, 2010.
I-405 SB Ramp from US26 EB
Effective February 16, 2010 the EB on-ramp from US26 to I-405 SB will be closed between the hours of 12:01 AM and 5 AM. Estimated date of completion is February 17, 2010.
U.S. Routes
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.
US101 MP 190.98 Siuslaw River/Florence NB & SB -- NEW --
Effective March 15, 2010 the Siuslaw River Bridge on US101 will closed between the hours of 11 PM & 5 AM. Estimated date of completion is March 19, 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.
US730 MP 182.40 to MP 183.800 (EB) -- NEW --
Effective immediately this section of US730 is restricted to legal width (8 feet 06 inches). Estimated date of completion is February 28, 2010.
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.
OR22 MP 13.33 WB Ramps (Cascade Hwy)
Effective September 8, 2008 the WB off ramp from OR22 to Cascade Hwy and the WB on ramp from Cascade Hwy to OR22 will be closed. Estimated date of completion is July 31, 2010. In addition beginning July 1,2008 through August 15, 2010 Cascade Hwy will be restricted 12 ft. 00 in. in width crossing under OR22. There will be a signed detour route in place consisting of Fern Ridge, Shaff, and Golf Club Rd.
OR42 MP 73.39 to MP 75.55 (South Umpqua River Bridge) EB & WB
Effective July 23, 2009 this section of OR42 crossing the S Umpqua River Bridge will be restricted to 17 feet 00 in. in width. Estimated date of completion is February 17, 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.
OR99W Northbound MP 3.10 to MP 3.25 (Barbur Blvd in Portland)
Effective January 16, 2010, this section of OR99W will be restricted to 14 feet 00 in. in width between the hours of 9 AM & 4 PM. Estimated date of completion is March 27, 2010.
Lifted Restrictions
I-5 NB MP 163.42 (Crossing Bear Creek Bridge) NB
Effective immediately I-5 NB crossing the Bear Creek bridge is restricted to 16 feet 00 in. in width. Estimated date of completion is January 29, 2010.
I-405 NB on-ramp from I-5 NB
Effective January 17, 2010 the ramp from I-5 NB will be closed intermittently between the hours of 10 PM & 5 AM. Estimated date of completion is January 22, 2010.
I-405 NB Exit 1-B to 4th Ave.
Effective January 17, 2010 the I-405 NB Exit 1-B to 4th St will be closed between the hours of 10 PM & 5 AM. Estimated date of completion is January 22, 2010.
US30 MP 77.25 EB & WB (near Knappa)
Effective October 26, 2009 this section of US30 will be restricted to 16 feet in width. Estimated date of completion is January 22, 2010.
US197 MP 1 to MP 9.88 NB & SB (The Dalles)
Effective July 20, 2009, this section of US197 will be restricted to 16 feet 00 in. in width between the hours of 4 AM & 8 PM. Estimated date of completion is January 31, 2010.
BRIDGE RESTRICTIONS
Interstate Routes
I-5 MP 104.85 Chadwick Ln crossing over I-5
MP 104.85 Chadwick Lane crossing over I-5 (near Riddle) 20,000 single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW. Weight Table 1
I-5 NB MP 128.92 Winchester Bridge
MP 128.92 Winchester Bridge crossing the Umpqua River north of Roseburg near Winchester. All trucks over 80,000 lbs. GVW must use right lane.
I-84 MP 17.68 WB (Sandy River Bridge)
I-84 MP 17.68 WB only Sandy River Bridge is restricted to STP's beyond Wt. Table 5.
I-84 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 Bridge
MP 17.88 Indian Creek Bridge 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads. Vehicles exceeding these weights may cross the bridge if they straddle the centerline, do not exceed 25 MPH and are the only vehicle on the bridge. Certified flaggers are required to stop traffic.
OR99W SB MP 12.20 Tualatin River Bridge
MP 12.20 Tualatin River Bridge in King City is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2.
OR126 Business WB MP 1.34 (Main St. Springfield)
MP 1.34 Willamette River Bridge (1 mile east of I-5 in Springfield) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads
OR130 MP 3.23 Panther Creek
MP 3.23 Panther Creek 3.23 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
OR130 MP 3.60 Squaw Creek
MP 3.60 Squaw Creek 3.60 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
OR130 MP 3.82 Austin Creek
MP 3.82 Austin Creek 3.82 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
OR130 MP 4.15 Little Nestucca
MP 4.15 Little Nestucca River 4.15 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
OR130 MP 4.76 Bear Creek
MP 4.76 Bear Creek 4.76 miles east of US101 is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
OR153 MP 5.88 Bellvue-Hopewell Hwy
OR153 MP 5.88 Salt Creek Bridge (Ash Swale) just west of Amity is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, Wt. Table 3
OR202 MP 43.70 Banzer Bridge
MP 43.70 Banzer Bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads. Vehicles exceeding these weights may cross the bridge if they hug the centerline, do not exceed 25 MPH and are the only vehicle on the bridge. Certified flaggers are required to stop traffic
OR206 MP 2.92 Deschutes River
MP 2.92 crossing over the Deschutes River (1.2 miles south of I-84) 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2
OR207 MP 11.86
MP11.86 (5.5 miles south of Hermiston) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW, Wt. Table 2 Divisible Load; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. GVW, Wt. Table 3 Non-divisible Load.
OR219 MP 23.46 Willamette River near Newberg
MP 23.46 Willamette River Bridge near Newberg is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW., Weight Table 2 Divisible loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle - 98,000 lbs. GVW., Weight Table 3 Non-Divisible loads
OR241 MP 0.51 (Isthmus Slough)
MP 0.51 Isthmus Slough (1/2 mile from US101) is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 80,000 lbs. GVW., Weight Table 1
OR339 MP 2.76 West Crockett Branch
OR339 MP 2.76 West Crockett Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Wt. Table 4.
OR339/Freewater Hwy MP 3.16 East Fork Little Walla Walla River
OR339 MP 3.16 Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Wt. Table 4.
OR339/Freewater Hwy MP 3.31 West Fork Little Walla Walla River
OR339 MP 3.31 Little Walla Walla River Bridge is restricted to 21,500 lbs. single axle, 43,000 lbs. tandem axle, 60,000 lbs. tri-axle; Wt. Table 4.
Other Jurisdictions
OR99E SB Union Av. Viaduct
OR99E SB Union Av. Viaduct at MP1.05 under City of Portland jurisdiction on MLK Blvd is restricted to single vehicles only and legal axle weights with a maximum GVW of 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.
