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PECOS RD over RAWHIDE CHNL

Map 

Coordinates:
+36.09111, -115.10083
36°05'28" N, 115°06'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PECOS RD over RAWHIDE CHNL
Structure number:B2064
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:12.1 ft. [3.7 m]
Total length:29.9 ft. [9.1 m]
Skew angle:99°
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:35,090 [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: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]
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:61.4 tons [55.8 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:80.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$514,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201380.0Not deficient---35090
November 201178.0Not deficient---35090
November 200978.0Not deficient---35090
November 200778.0Not deficient---35090
January 200678.4Not deficient---31900
February 200478.3Not deficient---32700
November 200178.3Not deficient---32700
January 200078.4Not deficient---31900
January 199879.2Not deficient---25000
February 199679.8Not deficient---23700