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WINDMILL LN over I 215

Map 

Coordinates:
+36.03889, -115.13667
36°02'20" N, 115°08'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WINDMILL LN over I 215
Structure number:I1969
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:88.9 ft. [27.1 m]
Total length:182.4 ft. [55.6 m]
Roadway width between curbs:132.9 ft. [40.5 m]
Deck width edge-to-edge:237.9 ft. [72.5 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1996
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 - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:25,850 [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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:72.5 tons [65.9 metric tons]
Inventory rating:43.5 tons [39.5 metric tons]
Sufficiency rating:98.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201698.8FairSatisfactorySatisfactoryGood-25850
December 201498.8FairSatisfactorySatisfactoryGood-25850
December 201298.8FairGoodSatisfactoryGood-25850
December 201097.6GoodGoodGoodGood-25850
December 200897.6GoodGoodGoodGood-25850
December 200697.8GoodGoodGoodGood-23500
December 200496.8GoodGoodGoodGood-23500
December 200296.8GoodGoodGoodVery Good-23500
November 200093.4GoodGoodGoodVery Good-58580
November 199898.5GoodGoodGoodVery Good-5000
March 199799.9GoodVery GoodGoodVery Good-1000