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SANDHILL RD over RAWHIDE CHNL

Map 

Coordinates:
+36.09028, -115.09139
36°05'25" N, 115°05'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SANDHILL RD over RAWHIDE CHNL
Structure number:B2066
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1992
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]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2013 

Status:Open, no restriction [A]
Average daily traffic:13,100 [as of 2012]
Truck traffic:5% of total traffic
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 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:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Sufficiency rating:81.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201381.3Not deficient---13100
November 201180.5Not deficient---13100
November 200980.5Not deficient---13100
November 200780.5Not deficient---13100
January 200680.4Not deficient---14400
February 200480.5Not deficient---13600
November 200180.5Not deficient---13600
January 200080.4Not deficient---14400
January 199881.1Not deficient---8000
March 199781.1Not deficient---8000