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CANYON RUN DRIVE over DRY WASH

Map 

Coordinates:
+36.20028, -115.29111
36°12'01" N, 115°17'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CANYON RUN DRIVE over DRY WASH
Structure number:B2208
Location:NORTHWEST LAS VEGAS
Purpose:Carries highway over relief for waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
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 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2013 

Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2012]
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:99.6 tons [90.5 metric tons]
Inventory rating:99.4 tons [90.4 metric tons]
Sufficiency rating:81.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$327,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201381.9Not deficient---2200
November 201181.9Not deficient---2200
November 200981.9Not deficient---2200
December 200781.9Not deficient---2200
December 200581.9Not deficient---2000
December 200381.9Not deficient---2000
December 200181.9Not deficient---2000
November 199981.9Not deficient---2000
March 199881.9Not deficient---2000