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I 515, US95, US93 over EASTERN AVE

Map 

Coordinates:
+36.16778, -115.11556
36°10'04" N, 115°06'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 515, US95, US93 over EASTERN AVE
Structure number:I1440
Location:LAS VEGAS
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:178.2 ft. [54.3 m]
Total length:182.1 ft. [55.5 m]
Roadway width between curbs:116.1 ft. [35.4 m]
Deck width edge-to-edge:121.4 ft. [37.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:122,400 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.6 tons [90.5 metric tons]
Inventory rating:62.5 tons [56.8 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:71.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,996,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201671.0Structurally deficientGoodPoorGood122400
February 201487.0Not deficientGoodFairGood127300
February 201387.0Not deficientSatisfactoryFairGood127300
February 201287.0Not deficientGoodFairGood127300
February 201187.0Not deficientGoodFairGood127300
February 201087.0Not deficientGoodFairGood127300
January 200987.0Not deficientGoodFairGood127300
December 200758.0Structurally deficientGoodPoorGood127300
October 200698.0Not deficientSatisfactorySatisfactoryGood112925
October 200487.0Not deficientSatisfactoryFairGood124100
October 200398.0Not deficientSatisfactorySatisfactoryGood124100
November 200298.0Not deficientSatisfactorySatisfactoryGood124100
July 200298.0Not deficientSatisfactorySatisfactoryGood113530
July 200071.0Structurally deficientSatisfactoryPoorGood113530
January 200071.0Structurally deficientSatisfactoryPoorGood112925
March 199871.0Structurally deficientSatisfactoryPoorGood112925
January 199698.0Not deficientSatisfactoryVery GoodGood86650
October 199398.0Not deficientGoodVery GoodGood86650
October 199198.0Not deficientGoodVery GoodVery Good76990