Share:

WINDMILL LN over WINDMILL WASH

Map 

Coordinates:
+36.04222, -115.14139
36°02'32" N, 115°08'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WINDMILL LN over WINDMILL WASH
Structure number:B2080
Location:SOUTH EAST OF LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:62.3 ft. [19.0 m]
Total length:62.3 ft. [19.0 m]
Roadway width between curbs:90.2 ft. [27.5 m]
Deck width edge-to-edge:101.4 ft. [30.9 m]
Skew angle:10°
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]
Main span material:Concrete [1]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2012]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:38.3 tons [34.8 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:83.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201583.2Not deficientSatisfactoryGoodGood4400
October 201383.3Not deficientSatisfactoryGoodGood4400
October 201183.1Not deficientGoodGoodGood4400
October 200983.1Not deficientGoodSatisfactoryGood4400
October 200796.4Not deficientGoodSatisfactoryGood4400
January 200696.4Not deficientGoodGoodGood4000
January 200496.4Not deficientGoodGoodGood4000
January 200296.4Not deficientGoodGoodGood4000
November 199996.4Not deficientGoodGoodGood4000
January 199996.4Not deficientVery GoodVery GoodGood4000