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TUNGSTEN RD over PIT TAYLOR CANAL

Map

Coordinates:
+40.69222, -118.08531
40°41'32" N, 118°05'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:TUNGSTEN RD over PIT TAYLOR CANAL
Structure number:B 570
Location:NORTH OF MILL CITY
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Skew angle:
Owner:County Highway Agency [02]
Year reconstructed:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:81.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairSatisfactoryFairSatisfactory5081.5
July 2017FairGoodFairSatisfactory3181.6
July 2016FairGoodFairSatisfactory3181.6
July 2015FairGoodFairSatisfactory3181.6
July 2014FairGoodFairSatisfactory2881.6
July 2013FairGoodFairSatisfactory2881.6
July 2012FairGoodFairGood2881.6
July 2011FairGoodFairSatisfactory2878.4
September 2010FairGoodFairSatisfactory2878.4
July 2009FairGoodFairSatisfactory2878.4
July 2007FairGoodFairSatisfactory2873.2
March 2007FairGoodFairSatisfactory2573.2
July 2004PoorPoorSatisfactorySatisfactory2581.2
July 2003PoorPoorSatisfactorySatisfactory2581.2
August 2002FairFairSatisfactorySatisfactory2583.2
August 1999FairFairSatisfactorySatisfactory2583.2
October 1998FairFairSatisfactorySatisfactory2583.2
August 1997FairFairSatisfactorySatisfactory2083.3
July 1995FairFairSatisfactoryGood10082.7
July 1993FairFairSatisfactoryGood10576.6
June 1992FairFairFairGood10565.4
July 1991FairFairFairGood9071.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Timber Girder/Beamlinear ft.335125120900
Substructure
Reinforced Concrete Pier Walllinear ft.3129110
Reinforced Concrete Abutmentlinear ft.6158210
Reinforced Concrete Pile Cap/Footinglinear ft.9291100
Deck
Timber Decksq. ft.59524503500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.2422020
Timber Bridge Raillinear ft.2400024