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WESTVIEW DRIVE over SHURTZ WASH

Map

Coordinates:
+37.63500, -113.13391
37°38'06" N, 113°08'02" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WESTVIEW DRIVE over SHURTZ WASH
Structure number:021016D
Location:1 MI.NO. OF HAMILTON FORT
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:25.3 ft. [7.7 m]
Total length:26.6 ft. [8.1 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:40.4 ft. [12.3 m]
Skew angle:19°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:630 [as of 2010]
Truck traffic:2% 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: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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:81.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016GoodGoodGoodGood63081.3
March 2014GoodGoodGoodGood63096.9
March 2012GoodGoodGoodVery Good63096.9
March 2010GoodVery GoodGoodVery Good63096.9
March 2008GoodVery GoodGoodVery Good50096.9
April 2006GoodVery GoodGoodVery Good50096.9
April 2004GoodVery GoodGoodVery Good50096.9
May 2002GoodVery GoodVery GoodVery Good50096.9
April 2000GoodVery GoodVery GoodVery Good50091.9
April 1998GoodVery GoodVery GoodVery Good50091.9
April 1996GoodVery GoodVery GoodVery Good50091.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.8080000
Deck
Reinforced Concrete Slabsq. ft.1,0329726000