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SAHARA AVE. over LAS VEGAS WASH

Map 

Coordinates:
+36.14528, -115.05306
36°08'43" N, 115°03'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SAHARA AVE. over LAS VEGAS WASH
Structure number:B2306
Location:.72 EAST OF NELLIS BLVD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:87.9 ft. [26.8 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Skew angle:21°
Owner:County Highway Agency [02]
Year built:2014
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:22,000 [as of 2013]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.0 tons [60.0 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:97.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201597.9Not deficientGoodGoodVery Good22000
November 201396.5Not deficientGoodGoodGood26200
November 201193.3Not deficientGoodGoodGood26200
November 200993.3Not deficientGoodGoodVery Good26200
November 200793.3Not deficientGoodGoodVery Good26200
January 200696.6Not deficientGoodGoodVery Good3000
January 200496.6Not deficientVery GoodGoodVery Good3000
December 200196.6Not deficientVery GoodVery GoodVery Good3000
December 199996.6Not deficientVery GoodVery GoodVery Good3000