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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201590.7FairSatisfactorySatisfactoryGood-133000
December 201390.4FairSatisfactorySatisfactoryGood-139000
December 201184.0FairSatisfactoryGoodGood-139000
December 200984.0GoodGoodGoodGood-139000
December 200784.0GoodGoodGoodGood-139000
January 200685.3GoodGoodGoodGood-123610
January 200485.3GoodGoodGoodGood-123610
January 200285.3GoodGoodGoodGood-123610
January 200085.3GoodGoodVery GoodGood-123610
March 199885.3GoodGoodVery GoodGood-123610
January 199691.5GoodGoodVery GoodGood-86650
January 199491.5GoodGoodVery GoodGood-86650
October 199191.7GoodVery GoodVery GoodVery Good-84480