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WASHINGTON AVENUE over LAS VEGAS WASH

Map 

Coordinates:
+36.18083, -115.07389
36°10'51" N, 115°04'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WASHINGTON AVENUE over LAS VEGAS WASH
Structure number:B2134
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.9 ft. [13.7 m]
Total length:164.1 ft. [50.0 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
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:8,600 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:69.2 tons [62.9 metric tons]
Inventory rating:41.6 tons [37.8 metric tons]
Sufficiency rating:96.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201596.6Not deficientSatisfactorySatisfactoryGood8600
November 201396.6Not deficientSatisfactorySatisfactoryGood9300
November 201197.1Not deficientSatisfactorySatisfactoryGood9300
November 200996.1Not deficientSatisfactoryGoodGood9300
November 200796.1Not deficientSatisfactoryGoodGood9300
December 200596.7Not deficientGoodGoodVery Good3740
January 200496.5Not deficientGoodGoodGood5600
October 200196.5Not deficientGoodGoodVery Good5600
January 200096.5Not deficientGoodGoodVery Good5600
February 199896.6Not deficientVery GoodVery GoodVery Good3740
January 199599.9Not deficientVery GoodVery GoodVery Good1000