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STEPHANIE ST over DUCK CRK

Map

Coordinates:
+36.09083, -115.04583
36°05'27" N, 115°02'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:STEPHANIE ST over DUCK CRK
Structure number:B2524
Location:EAST LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:82.7 ft. [25.2 m]
Total length:86.9 ft. [26.5 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:19°
Owner:County Highway Agency [02]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:9,600 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:79.8 tons [72.5 metric tons]
Inventory rating:39.4 tons [35.8 metric tons]
Sufficiency rating:97.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201597.1GoodGoodVery GoodVery Good-9600
November 201397.1GoodGoodVery GoodVery Good-10175
May 201297.1GoodVery GoodVery GoodVery Good-10175
November 200984.7GoodVery GoodVery GoodVery Good-10175
November 200796.6GoodVery GoodExcellentVery Good-10175
January 200696.7GoodVery GoodExcellentVery Good-9250
January 200499.9GoodVery GoodExcellentVery Good-1000
January 200299.9GoodVery GoodExcellentVery Good-1000