Effective February 6, 2012, I-5 northbound at this location will be closed between the hours of 8 PM & 7 AM. All traffic will be detoured by taking Exit 14 and re-entering I-5 at Exit 14. Estimated date of completion is March 2, 2012.
I-5 MP 14.17 SB
Effective February 6, 2012, I-5 southbound at this location will be closed between the hours of 8 PM & 7 AM. All traffic will be detoured by taking Exit 14 and re-entering I-5 at Exit 14. Estimated date of completion is March 2, 2012.
I-5 Exit 129 NB & SB (Del Rio Rd Interchange)
Effective February 12, 2012, Del Rio Rd crossing over I-5 will be closed to eastbound traffic between the hours of 7 PM & 7 AM. This restriction is not on I-5. Estimated date of completion is February 25, 2012.
I-5 SB Exit 129 off-ramp to Del Rio Rd (Roseburg)
Effective February 12, 2012, the I-5 southbound Exit 129 off-ramp to Del Rio Rd will be closed between the hours of 7 PM & 7 AM. Estimated date of completion is February 25, 2012.
I-5 NB Exit 192 off-ramp (to OR99/OR126 Business) - Eugene
Effective October 3, 2011, the I-5 northbound Exit 192 off-ramp to OR99/OR126 Business will be closed. Estimated date of re-opening is January 1, 2014.
I-5 SB on-ramp from Carman Dr/Upper Boones Ferry Rd (Exit 291) -- NEW --
Effective February 20, 2012, the I-5 southbound on-ramp from Carman Dr/Upper Boones Ferry Rd at Exit 291 will be intermittently closed between the hours of 10 PM & 6 AM (NIGHTTIME). Estimated date of completion is June 20, 2012.
I-5 MP 295 to MP 299 SB
Effective May 13, 2011, this section of I-5 will be restricted to 12 feet 00 in. in width and 15 feet 00 in. in height between the hours of 10 PM & 6 AM (NIGHTTIME). In addition, the on-ramp from OR43/Hood St to SB I-5 will be intermittently closed during the same times. Estimated date of completion is December 31, 2012.
I-5 MP 295 to MP 299 NB
Effective May 13, 2011, this section of I-5 will be restricted to 12 feet 00 in. in width and 14 feet 10 in. in height between the hours of 10 PM & 6 AM (NIGHTTIME). In addition, the on-ramps from Multnomah Blvd, Terwilliger Blvd & OR99W/Barbur Blvd to NB I-5 will be intermittently closed during the same times. Estimated date of completion is December 31, 2012.
I-5 NB Exit 299A to OR43 and US26 Eastbound
Effective February 1, 2011, the ramp from I-5 northbound Exit 299A to OR43 and US26 eastbound will be restricted to 12 ft. 00 in. in width from 1/2 hour after sunset to 1/2 hour before sunrise. In addition, there will be intermittent lane closures on this ramp. Estimated date of completion is January 31, 2012.
I-5 MP 299 to MP 302 NB & SB
Effective June 9, 2011, this section of I-5 will be restricted to 19 feet 00 in. in width between the hours of 10 PM & 8 AM. In addition, the height will be restricted to 15 feet 11 in. northbound and 14 feet 06 in. southbound during the same time. Estimated date of completion is May 1, 2012.
I-5 SB on-ramp from WB US26 & NB OR43 -- NEW --
Effective February 16, 2012, the I-5 southbound on-ramp from westbound US26 and northbound OR43 will be intermittently closed between the hours of 11:30 PM & 4:30 AM. Estimated date of completion is March 12, 2012.
I-5 NB off-ramp to I-405 NB -- NEW --
Effective February 16, 2012, the I-5 northbound off-ramp to I-405
northbound will be intermittently closed between the hours of 11:30 PM & 4:30 AM. Estimated date of completion is March 12, 2012.
I-5 SB on-ramp from I-405 SB -- NEW --
Effective February 16, 2012, the I-5 southbound on-ramp from I-405 southbound will be intermittently closed between the hours of 11:30 PM & 4:30 AM. Estimated date of completion is March 12, 2012.
I-5 MP 299.50 to MP 299.75 NB & SB -- NEW --
Effective February 16, 2012, this section of I-5 will be intermittently closed between the hours of 11:30 PM & 4:30 AM. Estimated date of completion is March 12, 2012.
I-5 SB Exit 299A to OR43
Effective January 21, 2011, the ramp from I-5 southbound Exit 299A to OR43 will be closed intermittently between the hours of 9:30 PM & 5:30 AM. Estimated date of completion is April 30, 2012.
I-5 SB off-ramp to I-405 NB
Effective February 3, 2012, the I-5 southbound off-ramp to I-405 northbound will be closed on the weekends at night from Midnight Friday until 7 AM Saturday and from Midnight Saturday until 8 AM Sunday. Closures will not occur every weekend. Estimated date of completion is April 9, 2012.
I-5 SB on-ramp from I-84 WB
Effective February 3, 2012, the I-5 southbound on-ramp from I-84 westbound will be closed on the weekends at night from Midnight Friday until 7 AM Saturday and from Midnight Saturday until 8 AM Sunday. Closures will not occur every weekend. Estimated date of completion is April 9, 2012.
I-5 SB MP 301.66 to MP 300
Effective February 3, 2012, this section of I-5 southbound will be closed on the weekends at night from Midnight Friday until 7 AM Saturday and from Midnight Saturday until 8 AM Sunday. Closures will not occur every weekend. Estimated date of completion is April 9, 2012.
I-84 WB off-ramp to I-5 SB
Effective February 3, 2012, the I-84 westbound off-ramp to I-5 southbound will be closed on the weekends at night from Midnight Friday until 7 AM Saturday and from Midnight Saturday until 8 AM Sunday. Closures will not occur every weekend. Estimated date of completion is April 9, 2012.
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.
I-84 MP 17.82 EB & WB (Jordan Rd Underpass)
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. Effective September 19, 2011, the height is restricted to 14 feet 08 inches crossing under I-84 on Jordan Rd. Estimated date of completion is November 1, 2014.
I-84 MP 24.80 to MP 25.10 WB -- NEW --
Effective February 9, 2012, this section of I-84 will be restricted to 16 feet 00 in. in width on the following days and hours: Monday through Thursdays at all hours, Fridays from 12:01 AM until 12 Noon & from 8 PM until 12 Midnight, Saturdays from 12:01 AM until 9 AM & from 8 PM until 12 Midnight, Sundays from 12:01 AM until 10 AM & from 9 PM until 12 Midnight. Estimated date of completion is May 18, 2012.
I-84 MP 24.80 to MP 25.10 EB -- NEW --
Effective February 9, 2012, this section of I-84 will be restricted to 16 feet 00 in. in width & 15 feet 11 in. in height on the following days and hours: Monday through Thursdays at all hours, Fridays from 12:01 AM until 12 Noon & from 8 PM until 12 Midnight, Saturdays from 12:01 AM until 9 AM & from 8 PM until 12 Midnight, Sundays from 12:01 AM until 10 AM & from 9 PM until 12 Midnight. Estimated date of completion is May 18, 2012.
I-84 MP 37 to MP 38.50 WB
Effective January 27, 2012, this section of I-84 will be restricted to 19 feet 00 in. in width between the hours of 8 AM & 3:30 PM (DAYTIME). Estimated date of completion is April 30, 2012.
I-84 MP 37 to MP 38.50 EB
Effective January 25, 2012, this section of I-84 will be restricted to 19 feet 00 in. in width between the hours of 8 AM & 3:30 PM (DAYTIME). Estimated date of completion is April 30, 2012.
I-105 WB off-ramp to NB OR99
Effective January 29, 2012, the westbound I-105 off-ramp to northbound OR99 (W 6th Ave) will be closed between the hours of 7 AM & 8:30 AM. Estimated date of completion is January 29, 2012.
I-105 EB on-ramp from NB OR99/OR126
Effective January 29, 2012, the eastbound I-105 on-ramp from northbound OR99/OR126 (W 6th Ave) will be closed between the hours of 8:30 AM & 10 AM. Estimated date of completion is January 29, 2012.
I-405 MP 0 to MP 1.66 NB & SB
Effective June 9, 2011, this section of I-405 will be restricted to 19 feet 00 in. in width between the hours of 10 PM & 8 AM. In addition, the height will be restricted to 15 feet 01 in. northbound and 15 feet 08 in. southbound during the same time. Estimated date of completion is May 1, 2012.
I-405 MP 0.02 to MP 0.71 NB
Effective February 5, 2012, this section of I-405 northbound will be restricted to 12 feet 00 in. in width between the hours of 5 AM & 12 Noon (DAYTIME). Estimated date of completion is February 5, 2012.
I-405 NB Exit 1B to SW 4th Ave -- NEW --
Effective January 29, 2012, the I-405 northbound Exit 1B off-ramp to SW 4th Ave. will be restricted to 14 feet 00 in. in width between the hours of 9 AM & 6 PM (DAYTIME). Estimated date of completion is February 10, 2012.
I-405 NB Exit 1C to SW 6th Ave
Effective February 11, 2012, the I-405 northbound off-ramp to SW 6th Ave will be closed between the hours of 6 AM & 12 Noon (DAYTIME). Estimated date of completion is February 11, 2012.
I-405 MP 3.12 to MP 3.53 NB & SB
Effective June 9, 2011, this section of I-405 will be restricted to 19 feet 00 in. in width between the hours of 10 PM & 8 AM. Estimated date of completion is May 1, 2012.
U.S. Routes
US26 WB ramp to OR43 SB (Portland)
Effective January 17, 2011, the ramp from US26 westbound to OR43 southbound will be restricted to 10 ft. 00 in. in width between the hours of 9:30 PM & 6:30 AM. In addition, the height will be restricted to 14 ft. 10 in. in height at the same time. Estimated date of completion is January 27, 2012.
US26 EB off-ramp (from Ross Island Bridge) to SB OR99E
Effective January 30, 2012, the US26 eastbound off-ramp from the Ross Island Bridge to southbound OR99E will be closed intermittently between the hours of 8 AM & 3 PM. Estimated date of completion is February 6, 2012.
US30 WB on-ramp from US30 Bypass (St. Johns Bridge)
Effective February 12, 2012, the US30 westbound on-ramp from US30 Bypass (St. Johns Bridge) will be closed between the hours of 6 AM & 2 PM. Estimated date of completion is February 12, 2012.
US30 EB off-ramp to US30 Bypass (St. Johns Bridge)
Effective February 12, 2012, the US30 eastbound off-ramp to US30 Bypass (St. Johns Bridge) will be closed between the hours of 6 AM & 2 PM. Estimated date of completion is February 12, 2012.
US30 MP 48.67 - Rainier-Longview Bridge (State of Washington Jurisdiction)
The bridge is currently restricted to 16 feet 05 in. in height seven days a week at all hours until fall of 2013. Contact the State of Washington at (360) 704-6340 for current information regarding size restrictions for this bridge.
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 August 31, 2012.
US730 MP 182.52 to MP 182.68 EB & WB (West of Umatilla) -- NEW --
Effective February 20, 2012, this section of US730 will be restricted to 10 feet 00 in. in width Monday through Thursday between the hours of 7 AM & 5:30 PM (DAYTIME). Estimated date of completion is April 30, 2012.
OR Routes
OR43 NB MP 0.47 to MP 0.31 (Portland)
Effective February 1, 2011, this section of OR43 northbound will be restricted to 12 ft. 00 in. in width from 1/2 hour after sunset to 1/2 hour before sunrise. Estimated date of completion is January 31, 2012.
OR43 MP 11.43 NB & SB (Arch Bridge - Oregon City)
Effective January 15, 2011, this bridge will be closed to all traffic. Estimated date of re-opening is October 15, 2012.
OR66 MP 1.09 to MP 1.74 EB & WB
Effective December 21, 2011, this section of OR66 will be restricted to 14 feet 00 in. in width. In addition, beginning January 25, 2012, this section of OR66 will be restricted to 12 feet 00 in. in width. Estimated date of completion is March 31, 2012.
OR99W MP 3.10 to MP 3.25 NB (Barbur Blvd)
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. Mobile homes with eaves are allowed. 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, 2012.
OR200 (Territorial Hwy) NB & SB MP40.15 to MP40.65 (east of Cottage Grove)
Effective June 29, 2011, this section of OR200 (Territorial Hwy) will be restricted to 12 feet 00 in. in width. Estimated date of completion is October 10, 2012.
OR213 MP 0 to MP 1.00 NB & SB (Oregon City)
Effective September 23, 2011, this section of OR213 will be restricted to 14 feet 00 in. in width between the hours of 8 PM & 5:30 AM. Mobile homes with eaves are allowed. In addition, OR213 crossing under Holcomb Blvd will be restricted to 19 feet 00 in. in height northbound and 17 feet 00 in. in height southbound during the same times. Estimated date of completion is December 30, 2012.
OR213 MP 22 NB & SB (7 miles north of Silverton)
OR213 is currently closed at this location due to the road collapsing. The estimated date of re-opening is February 6, 2012.
OR217 MP 0 to MP 1.53 NB & SB
Effective May 11, 2011, this section of OR217 will be restricted to 14 feet 00 in. in width and 16 feet 08 in. in height from 1/2 hour after sunset until 1/2 hour before sunrise. Estimated date of completion is January 31, 2012.
OR217 NB off-ramp to EB US26
Effective May 11, 2011, the OR217 NB off-ramp to EB US26 will be closed Monday through Thursday nights between the hours of 11 PM & 5 AM. Estimated date of completion is January 31, 2012.
OR217 NB on-ramp from Walker Rd
Effective April 20, 2011, the on-ramp from Walker Rd to NB OR217 will be intermittently closed Monday through Thursday nights between the hours of 9 PM & 5:30 AM. Estimated date of completion is February 15, 2012.
OR217 NB Exit 1 off-ramp to Walker Rd
Effective April 29, 2011, the NB OR217 Exit 1 off-ramp to Walker Rd will be intermittently closed Monday through Thursday nights between the hours of 9 PM & 6 AM. Estimated date of completion is February 15, 2012.
OR217 NB on-ramp from OR8/Canyon Rd
Effective May 2, 2011, the on-ramp from OR8/Canyon Rd to NB OR217 will be restricted to 14 feet 00 in. in width between the hours of 7 PM & 7 AM. Mobile homes with eaves are allowed. Estimated date of completion is February 15, 2012.
Lifted Restrictions
I-5 SB Exit 301 to I-84 EB
Effective January 28, 2012, the I-5 southbound off-ramp to I-84 eastbound will be closed between the hours of 9:30 PM & 7 AM. Estimated date of completion is January 29, 2012.
I-5 SB on-ramp from Weidler St/Wheeler Ave/Winning Way (Rose Quarter)
Effective January 28, 2012, the I-5 southbound on-ramp from Weidler St/Wheeler Ave/Winning Way will be closed between the hours of 9:30 PM & 7 AM. Estimated date of completion is January 29, 2012.
I-5 MP 302.70 to MP 301.91 SB
Effective January 28, 2012, this section of I-5 will be restricted to 12 feet 00 in. in width and 16 feet 05 in. in height between the hours of 9:30 PM & 7 AM. Estimated date of completion is January 29, 2012.
OR43 MP 0 to MP 2 NB (SW Macadam Ave) - Portland
Effective January 4, 2012, this section of OR43 northbound (Macadam Ave) will be intermittently closed between the hours of 8 PM & 5 AM. Estimated date of completion is January 18, 2012.
OR43 SB MP 0.24 to MP 0.32 (Portland)
Effective January 17, 2011, this section of OR43 southbound will be restricted to 10 ft. 00 in. in width between the hours of 9:30 PM & 6:30 AM. Estimated date of completion is January 27, 2012.
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 MP 128.92 NB Crossing Over North Umpqua River (Winchester) Bridge
Effective August 4, 2011, all vehicles over 80,000 lbs. must use the right lane crossing over the North Umpqua River (Winchester) Bridge on I-5 northbound at MP 128.92.
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.
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 June 16, 2011, the Burnt River Bridge on US30 at MP 0.46 in 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 (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. Table 1.
US30 MP 17.68 Historic Columbia River Highway (W Multnomah Falls Bridge)
Historic US30 MP 17.68 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 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. Table 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 River Bridge)
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 (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.
Effective November 15, 2004 at MP 40.71 Neahkahnie Mountain 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 190.98 Siuslaw River (Florence)
Effective March 17, 2003 at MP 190.98 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.
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
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
OR22 MP 10.49 Louie Creek Bridge
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 Mill City Bridge (not on main OR22)
Bridge actually on Connector 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 January 15, 2011, this bridge will be closed to all traffic. Estimated date of re-opening is October 15, 2012.
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.
Effective April 4, 2011, the Skipanon River Bridge on OR104 Spur (Fort Stevens Spur Hwy) 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 MP 0.38 Columbia Slough Bridge (Swift Hwy in Portland)
This bridge is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle - 105,500 lbs. GVW. Weight Table 2 for divisible loads.
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
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 0.04 - Rogue River Bridge - Gold Hill
OR234 Rogue River Bridge at MP 0.04 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/Freewater Hwy 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
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.
