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W SHAW AVE over HERNDON CANAL

Map

Coordinates:
+36.80808, -119.86359
36°48'29" N, 119°51'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W SHAW AVE over HERNDON CANAL
Structure number:42C0117
Location:0.05 MI WEST OF BRAWLEY
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:24.9 ft. [7.6 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:100.1 ft. [30.5 m]
Deck width edge-to-edge:122.1 ft. [37.2 m]
Skew angle:53°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:42,995 [as of 2005]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2016GoodGoodGoodGood4299594.0
February 2013GoodGoodGoodGood4299594.0
December 2008GoodGoodGoodGood2540095.6
December 2004GoodGoodGoodGood2540095.6
December 2002GoodGoodGoodGood2540095.6
November 2002GoodGoodGoodGood2540095.6
November 2000GoodGoodGoodGood2540095.6
December 1998GoodGoodGoodGood2540095.6
October 1994GoodGoodGoodGood2540096.1
May 1992GoodGoodGoodGood2540096.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Pier Walllinear ft.123123000
Reinforced Concrete Abutmentlinear ft.135135000
Bridge Rail
Other Material Bridge Raillinear ft.4646000
Deck
Reinforced Concrete Slabsq. ft.863736116110
Wearing Surfacessq. ft.72060411600