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PEARL ST over RAWHIDE CHNL

Map 

Coordinates:
+36.09056, -115.09611
36°05'26" N, 115°05'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PEARL ST over RAWHIDE CHNL
Structure number:B2065
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
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:1993
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 2015 

Status:Open, no restriction [A]
Average daily traffic:3,300 [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]
Pier/abutment protection:Navigation protection not required [1]
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:58.7 tons [53.4 metric tons]
Inventory rating:35.2 tons [32.0 metric tons]
Sufficiency rating:81.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201581.7Not deficient---3300
November 201381.8Not deficient---3300
November 201181.6Not deficient---3300
November 200981.6Not deficient---3300
November 200781.6Not deficient---3300
January 200681.7Not deficient---3000
February 200481.7Not deficient---3000
November 200181.7Not deficient---3000
January 200081.7Not deficient---3000
January 199881.7Not deficient---3000
February 199681.7Not deficient---3000
April 199481.7Not deficient---3000