+36.06361, -115.16333
36°03'49" N, 115°09'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:GILLESPIE ST over I 215
Structure number:H1979
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:136.2 ft. [41.5 m]
Total length:272.0 ft. [82.9 m]
Roadway width between curbs:84.0 ft. [25.6 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans 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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:2,600 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Better than present minimum criteria [7]
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:68.1 tons [61.9 metric tons]
Sufficiency rating:98.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201498.9Not deficientGoodGoodGood2600
October 201299.0Not deficientGoodGoodGood1100
October 201098.9Not deficientGoodGoodGood1100
October 200898.9Not deficientGoodGoodGood1100
October 200698.9Not deficientGoodGoodGood1000
October 200498.9Not deficientVery GoodGoodGood1000
December 200298.9Not deficientVery GoodGoodGood1000
November 200098.9Not deficientVery GoodGoodGood1000
November 199898.9Not deficientVery GoodGoodGood1000
March 199798.9Not deficientVery GoodVery GoodVery Good1000
February 199599.9Not deficientVery GoodVery GoodVery Good1000