I 515, US95, US93 over PECOS DR


+36.16639, -115.09778
36°09'59" N, 115°05'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 515, US95, US93 over PECOS DR
Structure number:H1412
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:161.1 ft. [49.1 m]
Total length:163.1 ft. [49.7 m]
Roadway width between curbs:115.5 ft. [35.2 m]
Deck width edge-to-edge:121.4 ft. [37.0 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1982
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:Prestressed concrete [5]
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: December 2015 

Status:Open, no restriction [A]
Average daily traffic:133,000 [as of 2014]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:64.1 tons [58.3 metric tons]
Sufficiency rating:90.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201590.7Not deficientSatisfactorySatisfactoryGood133000
December 201390.4Not deficientSatisfactorySatisfactoryGood139000
December 201184.0Not deficientSatisfactoryGoodGood139000
December 200984.0Not deficientGoodGoodGood139000
December 200784.0Not deficientGoodGoodGood139000
January 200685.3Not deficientGoodGoodGood123610
January 200485.3Not deficientGoodGoodGood123610
January 200285.3Not deficientGoodGoodGood123610
January 200085.3Not deficientGoodVery GoodGood123610
March 199885.3Not deficientGoodVery GoodGood123610
January 199691.5Not deficientGoodVery GoodGood86650
January 199491.5Not deficientGoodVery GoodGood86650
October 199191.7Not deficientVery GoodVery GoodVery Good84480