Effective July 14, 2008 beginning at 8 PM this section of I-5 will be restricted to 16 feet 04 in. in height. All loads over 16 feet 04 in. in height will need to Go Up & Over at Exit 35. Estimated date of completion is December 1, 2008.
I-5 MP 35 NB (Crossing under OR99)
Effective 6 AM July 15, 2008 this section of I-5 crossing under OR99 will be restricted to 15 feet 03 in. in height. Loads over 15 feet 3 in. will need to Go Up & Over at Exit 35. Estimated date of completion is December 1, 2008.
I-5 MP 56.90 to MP 57.20 (Beacon Dr) NB & SB
Effective September 2, 2008 this section of I-5 is restricted to 16 feet 00 in. in width. Estimated date of completion is May 22, 2009.
I-5 MP 115 to MP 118 NB & SB
Effective October 19, 2008 this section of I-5 is restricted to 15 feet 00 in. in width beginning 1/2 hour after sunset until 1/2 hour before sunrise. Estimated date of completion is November 7, 2008.
I-5 MP 174 to MP 170 SB -- NEW --
Effective September 8, 2008 this section of I-5 will be restricted to 14 feet 00 in. in width. Estimated date of completion is October 17, 2008.
I-5 Exit 188-B to OR99/Franklin Blvd -- NEW --
Effective November 6, 2008 Exit 188-B on I-5 NB will be closed. There will be a signed detour route to use Exit 189 to 30th Ave between the hours of 7 PM to 6 AM. Estimated date of completion will be November 8, 2008.
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 18 ft. 00 in. in width. Estimated date of completion is July 1, 2009. In addition the ramp will be closed beginning October 17, 2008 starting at 10 PM through October 20, 2008 at 5 AM. There will be a signed detour route in place to use Columbia blvd to N Argyle Way, OR99W (Interstate Ave); US30 Bypass (N Lombard St) to I-5 SB.
I-5 Exit 306-A NB Off Ramp to Columbia Blvd
Effective October 17, 2008 the off ramp to Columbia Blvd from I-5 NB at Exit 306-A will be closed beginning at 10 PM. Estimated date of completion is October 20, 2008 at 5 AM. There will be a signed detour route in place using I-5 NB Exit 305-B to US30 Bypass (N Lombard) to OR99E (MLK Blvd); To Columbia Blvd.
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 Exit 17 WB Off Ramp -- NEW --
Effective October 26, 2008 the off ramp from I-84 at exit 17 will be closed between the hours of 5 AM and 11 AM for one day only. There will be a signed detour to use exit 16 to 238th.
I-84 MP 43.50 to MP 44.50 EB & WB (Cascade Locks)
Effective September 15, 2008 this section of I-84 is restricted to 16 feet 00 in. in width between the hours of 7 PM and 7 AM. Estimated date of completion is October 31, 2008.
I-84 MP 47.00 to MP 48.00 EB & WB
Effective September 15, 2008 this section of I-84 will be restricted to 16 feet 00 in. in width. Estimated date of completion is March 27, 2009.
I-84 MP 64.10 to MP 69.93 EB & WB
Effective September 2, 2008 this section of I-84 which contains curves is restricted to 16 feet 00 in. in width. Estimated date of completion is May 21, 2009.
I-84 MP 64.30 to MP 64.50 EB (Hood River)
Effective October 21, 2008 this section of I-84 is restricted to 16 feet 00 in. in width between the hours of 7 AM and 6 PM for one day only.
I-84 MP 64.70 to 64.20 WB
Effective October 13, 2008 this section of I-84 is restricted to 16 feet 00 in. in width between the hours of 7 AM and 6 PM. Estimated date of completion is October 15, 2008.
Effective June 16, 2008 this section of I-84 is restricted to 17 feet 00 in. in width. Loads over 17 feet 00 in. in width may go up & over at Exit 252. Estimated date of completion is October 31, 2008.
I-84 MP 256 to MP 254 WB
Effective April 1, 2008 this section of I-84 will be restricted to 17 ft. 00 in. in width. Estimated date of completion is October 31, 2008.
I-84 MP 318.00 to MP 328.00 EB & WB
Effective immediately this section of I-84 is restricted to 17 feet 00 in. in width between the hours of 5 AM and 8 PM. Estimated date of completion is November 1, 2008.
I-84 MP 332 to MP 333 WB
Effective April 14, 2008 this section of I-84 is restricted to 20 ft. 00 in. in width. Estimated date of completion is October 31, 2008.
I-84 MP 336.44 to MP 336.93 EB & WB
Effective May 5, 2008 this section of I-84 will be restricted to 17 ft. 00 in. in width. Estimated date of completion is October 31, 2008.
I-84 MP 340 to MP 343 EB & WB (Lime)
Effective March 17, 2008 this section of I-84 is restricted to 19 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-84 Exit 340 EB on-ramp closed.
Effective June 18, 2008 the the EB on ramp to I-84 (from Rye Vally Lane) will be closed. Traffic will need to enter I-84 WB and take exit 338, cross under the highway to re-enter I-84 EB. The height crossing under Exit 338 is 15 feet 10 in. Estimated date of completion is October 31, 2008.
Effective April 1, 2008 this section of I-84 will be restricted to 12 ft.00 in. in width. A detour route for both sides will be in place. Call OD Permits for information. Estimated date of completion is October 31, 2008.
I-405 SB Ramp to US30 WB
Effective October 18, 2008 the I-405 SB Ramp to US30 WB will be closed between the hours of 11:30 PM and 2:30 AM for one night only. The detour route is I-5 SB to I-405 NB to US30 WB.
I-405 MP 4.20 to MP 2.85 (Top deck of the Fremont Bridge)
Effective September 23, 2008 this section of I-405 SB is restricted to 14 feet 00 in. in width between the hours of 9 PM and 5 AM. In addition the height is restricted to 19 feet 03 in. Estimated date of completion is September 27, 2008.
U.S. Routes
US20 MP 10.44 EB (Hwy #031 Crossing the Willamette River Bridge)
Effective October 13, 2008 this section of US20 will be restricted to 9 feet 00 in. in width between the hours of 9 AM and 4 PM. Estimated date of completion is October 17, 2008.
US26 MP 19.30 to MP 19.49 (Ochoco Hwy #041) East of Prineville
Effective August 4, 2008 this section of US26 will be restricted to 14 feet 00 in. in width. Loads over 14 feet in width are authorized to use Juniper rd & Laughlin Rd as a detour by permit. Estimated date of completion is October 31, 2008.
US26 MP 64.30 to MP 66.30 EB & WB -- NEW --
Effective October 2, 2008 the on and off ramps from and to Cornell Rd will be closed between the hours of 10 PM and 5 AM. Estimated date of completion is October 9, 2008.
US26 MP 72 to MP73 EB & WB (Vista Ridge Tunnel) -- NEW --
Effective October 17, 2008 the vista Ridge tunnel with be restricted to 11 feet 00 in. in width between the hours of 9 PM and 6 AM for one night only.
US97 Sam Hill (Biggs Bridge) NB & SB
Effective September 8, 2008 the Sam Hill-Biggs Bridge will be closed. Estimated date of completion is December 31, 2008. Authorized detour route SB is US197 to I-84 EB to US97; and NB US97 to I-84 WB, to US197.
US101 MP 4.50 to MP 5.31 NB & SB Young's Bay Bridge
Effective October 15, 2007 the Young's Bay bridge will have intermittent lane and bridge closures between the hours of 9 PM an 6 AM. There will be a signed detour route in place when the bridge is closed for authorized loads to use US101 Business which will accommodate loads up to 10 ft.00 in in width and legal axle weights up to 105,500 lbs (No heavy haul). Estimated date of completion is March 31, 2009.
US395 MP 126.83 to MP 127.01 NB & SB
Effective July 30, 2008 this section of US395 will be restricted to 14 feet 00 in. in width. Estimated date of completion is November 15, 2008.
Effective August 1, 2008 this section of US730 will be restricted to 10 feet 00 in. in width. Estimated date of completion is November 11, 2008.In addition, there will be two closures on this section of US730. US730 will be closed September 25, 2008 through September 27, 2008 and October 24, 2008 through October 26, 2008.
OR Routes
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, 2009. In addition beginning July 1,2008 through October 31, 2008 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. .
OR53 MP 17.76 to MP17.86 (Crossing the Nehalem River Bridge)
Effective October 19, 2008 this section of OR53 is closed at the Nehalem River Bridge between the hours of 7 PM and 5 AM. Estimated date of completion is February 19, 2009. In addition, beginning November 3, 2008 the bridge will be restricted to 12 feet 00 in. in width. Estimated date of completion is February 19, 2009.
OR58 MP 0.46 WB Ramp to SB I-5
Effective immediately WB OR58 Connection Ramp to SB I-5 is closed. A detour route for regular freight trucks using Cloverdale Rd. is signed. An alternate detour route for Oversize Loads is also available. Call OD Permits for more information. Estimated date of completion is September 1, 2009.
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 less than 80,000 lbs. (see bridge list). Estimated date of completion is April, 2010.
OR99E MP 20.60 to MP 28.20 (Hwy #058) NB & SB
Effective April 30, 2008 this section of OR99E is restricted to 14 ft. 00 in. in width. Mobile homes with eaves are allowed. Estimated date of completion is November 30, 2009.
OR219 MP 5 to MP 6 NB & SB
Effective June 9, 2008 this section of OR219 will be restricted to 14 feet 00 in. in width between the hours of 7 AM and 4 PM. Estimated date of completion is June 27, 2008.
OR226 MP 24.25 to MP 24.41 EB & WB -- NEW --
Effective October 27, 2008 this section of OR226 will be closed. There will be a signed detour route in place to use Stayton-scio Rd, 1st Ave, Fern Ridge to OR22. Estimated date of completion is October 31, 2008.
OR402 (Kimberly-Longcreek Hwy) MP 13.96 EB & WB
Effective July 30, 2007 this bridge will be restricted to 12 ft.00 in. in width. Estimated date of completion is July 15, 2009.
Other Jurisdictions
Old OR99 (DC388) Old Winchester Bridge (Roseburg)
Effective March 14, 2008 the Winchester bridge will be restricted to 8 ft. 06 in. in width between the hours of 7 PM and 7 AM. Estimated date of completion is Arpil 25, 2008.
Lifted Restrictions
OR22 MP 2.82 Hwy #162 EB (Crossing under Cordon Rd)
Effective September 29, 2008 this section of OR22 will be restricted to 14 feet 00 in. in width between the hours of 9 AM and 4 PM. Mobile Homes with eaves are allowed. Estimated date of completion is October 2, 2008.
OR213 MP 13.85 to MP 15.08 NB & SB (South of Mulino)
Effective August 4, 2007 this section of OR213 will be closed. There will be an authorized detour route in place using Union Mills Rd to OR211. Estimated date of completion is October 8, 2008.
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 120.57 Shady Bridge
MP 120.57 Shady Bridge over the South Umpqua River just south of Roseburg north of exit #120. 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-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 Perry Arch Bridge on Frontage Rd.
MP256.31 Grande Ronde River in Perry (You do not cross this bridge when entering I-84 WB at Exit 256). Restricted to 10,000 lbs. GVW.
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 (Ochoco Hwy) MP 65.63 (Mitchell)
Effective June 27, 2003 at MP 65.63 near east city limits of Mitchell crossing over Bridge Creek 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
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.
US97 OR/WA Border at Biggs Jct (Biggs Rapids-Sam Hill Memorial Bridge)
US97 Biggs Rapids-Sam Hill Memorial Bridge at Biggs Jct. is restricted to 20,000 lbs single axle, 34,000 lbs. tandem axle, 105,500 lbs. GVW; Weight Table 2. The Biggs Bridge will be closed beginning September 8, 2008 through December 31, 2008
US101 Business MP 4.78 (Lewis & Clark Bridge)
MP 4.78 Drawbridge crossing Lewis & Clark River (2.5 miles south of Astoria) is 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 133.86 (North of Newport)
MP 133.86 Spencer Creek Bridge 10 miles South of Depoe Bay 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 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.
US395 MP 5.77 McKay Creek (South of Pendleton)
Effective March 3, 2003 at MP5.77 McKay Creek Bridge south of Pendleton is restricted to 20,000 lbs. single axle, 34,000 lbs. tandem axle, 105,500 lbs GVW Wt. Table 2 for Divisible Loads; 21,500 lbs. single axle, 43,000 lbs. tandem axle, 98,000 lbs. Wt. 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.
US730 MP 168.86 Canal Bridge (east of I-84 jct)
Effective January 27, 2004 at MP186.86 Canal Bridge 1/2 mile east of I-84 junction 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.
OR Routes
OR7 MP 41.19 Power 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 1g2ay 1c30.29 MP C30.29 - 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.
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
OR242 MP 66.70 (Old McKenzie Highway)
OR242 MP 66.70 is restricted to 20,000 lbs. single axle, 40,000 lbs. tandem axle; Wt. Table 3. **This highway is also length restricted to vehicles no longer than 35 feet.
OR242 MP 68.36 (Old McKenzie Highway)
OR242 MP 66.36 is restricted to 20,000 lbs. single axle, 40,000 lbs. tandem axle; Wt. Table 3. **This highway is also length restricted to vehicles no longer than 35 feet.
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 50,000 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.
