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HUALAPAI WAY over DRY WASH

Map 

Coordinates:
+36.14611, -115.31250
36°08'46" N, 115°18'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:HUALAPAI WAY over DRY WASH
Structure number:B2417
Location:1.4KM S OF W.CHARLESTON
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:5.2 ft. [1.6 m]
Total length:30.8 ft. [9.4 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2014 

Status:Open, no restriction [A]
Average daily traffic:880 [as of 2012]
Truck traffic:3% of total traffic
Structural 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 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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:76.3 tons [69.4 metric tons]
Inventory rating:45.8 tons [41.6 metric tons]
Sufficiency rating:82.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$539,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201482.0Not deficient---880
January 201282.0Not deficient---880
January 201082.0Not deficient---880
January 200882.0Not deficient---880
December 200582.0Not deficient---800
December 200382.0Not deficient---800
December 200182.0Not deficient---800
November 199982.0Not deficient---800
March 199882.0Not deficient---800