US 26 (HWY 041) over BRIDGE CREEK


+44.57685, -120.17619
44°34'37" N, 120°10'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 26 (HWY 041) over BRIDGE CREEK
Structure number:07489 041 06503
Location:008 MI W MITCHELL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Skew angle:60°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:960 [as of 2014]
Truck traffic:31% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:43.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairFairFairFair96043.0
November 2014FairFairFairFair120040.5
November 2012FairFairSatisfactoryGood120052.1
December 2010FairFairSatisfactoryGood83054.7
November 2008FairFairSatisfactoryGood83054.7
November 2006FairFairSatisfactoryGood110048.9
November 2004FairFairSatisfactoryVery Good100049.3
November 2002FairFairSatisfactoryVery Good100053.4
November 2000FairFairSatisfactoryVery Good120067.3
November 1998FairFairSatisfactoryVery Good120068.3
November 1996FairFairSatisfactoryVery Good100070.5
November 1994FairFairSatisfactoryVery Good100070.5
November 1992FairFairSatisfactoryVery Good100078.0
November 1990FairFairSatisfactoryVery Good92076.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Reinforced Concrete Girder/Beamlinear ft.4000360400
Reinforced Concrete Top Flangesq. ft.2,90001,4501,4500
Wearing Surfacessq. ft.2,9002,900000
Reinforced Concrete Columneach85300
Reinforced Concrete Abutmentlinear ft.112112000
Other Jointlinear ft.5252000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.200200000
Reinforced Concrete Bridge Raillinear ft.20015040100