Share:

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 

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. ratingEvaluationDeckSuper.Sub.ADT
November 201597.1Not deficientGoodVery GoodVery Good9600
November 201397.1Not deficientGoodVery GoodVery Good10175
May 201297.1Not deficientVery GoodVery GoodVery Good10175
November 200984.7Not deficientVery GoodVery GoodVery Good10175
November 200796.6Not deficientVery GoodExcellentVery Good10175
January 200696.7Not deficientVery GoodExcellentVery Good9250
January 200499.9Not deficientVery GoodExcellentVery Good1000
January 200299.9Not deficientVery GoodExcellentVery Good1000