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SOARING GULLS DR. over CHEYENNE CHANNEL

Map 

Coordinates:
+36.21806, -115.27417
36°13'05" N, 115°16'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SOARING GULLS DR. over CHEYENNE CHANNEL
Structure number:B2145
Location:N.W LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:50.9 ft. [15.5 m]
Deck width edge-to-edge:96.8 ft. [29.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:Slab [01]
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:29,000 [as of 2014]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:71.7 tons [65.2 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:95.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201595.3Not deficientSatisfactorySatisfactoryGood29000
December 201397.8Not deficientSatisfactorySatisfactoryGood2200
December 201196.7Not deficientSatisfactoryGoodGood2200
December 200996.6Not deficientGoodGoodGood2200
December 200796.7Not deficientGoodGoodGood2200
December 200596.7Not deficientGoodGoodGood2000
December 200396.7Not deficientGoodGoodGood2000
September 200196.7Not deficientGoodGoodVery Good2000
May 200099.7Not deficientGoodGoodVery Good2000