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SR 592 FLAMINGO over UPRR AND FLAMINGO WASH

Map 

Coordinates:
+36.11500, -115.18500
36°06'54" N, 115°11'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 592 FLAMINGO over UPRR AND FLAMINGO WASH
Structure number:G1743
Location:LAS VEGAS
Purpose:Carries highway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:143.1 ft. [43.6 m]
Total length:381.9 ft. [116.4 m]
Roadway width between curbs:102.0 ft. [31.1 m]
Deck width edge-to-edge:105.0 ft. [32.0 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1985
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:3
Main spans material:Steel [3]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:70,000 [as of 2014]
Truck traffic:3% 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:Better than present minimum criteria [7]
Underclearances 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: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 assessed or calculated scour condition. [5]
Operating rating:80.0 tons [72.7 metric tons]
Inventory rating:48.1 tons [43.7 metric tons]
Sufficiency rating:90.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201590.2Not deficientSatisfactorySatisfactoryGood70000
January 201387.5Not deficientSatisfactorySatisfactoryGood89000
January 201185.0Not deficientGoodSatisfactoryGood89000
January 200985.0Not deficientGoodSatisfactoryGood89000
January 200785.0Not deficientGoodSatisfactoryGood73000
February 200585.0Not deficientGoodVery GoodGood89000
January 200385.0Not deficientGoodVery GoodGood75900
February 200185.0Not deficientGoodVery GoodGood75900
December 199885.0Not deficientGoodVery GoodGood73000
January 199785.2Not deficientGoodVery GoodGood63300
January 199587.4Not deficientGoodVery GoodGood56100
January 199386.8Not deficientGoodVery GoodGood58800
December 199088.2Not deficientGoodVery GoodGood52650