Share:

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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201595.3FairSatisfactorySatisfactoryGood-29000
December 201397.8FairSatisfactorySatisfactoryGood-2200
December 201196.7FairSatisfactoryGoodGood-2200
December 200996.6GoodGoodGoodGood-2200
December 200796.7GoodGoodGoodGood-2200
December 200596.7GoodGoodGoodGood-2000
December 200396.7GoodGoodGoodGood-2000
September 200196.7GoodGoodGoodVery Good-2000
May 200099.7GoodGoodGoodVery Good-2000