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S. EASTERN AVE over DUCK CREEK

Map 

Coordinates:
+36.05500, -115.11667
36°03'18" N, 115°07'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S. EASTERN AVE over DUCK CREEK
Structure number:B1569
Location:LAS VEGAS
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:20.0 ft. [6.1 m]
Total length:44.0 ft. [13.4 m]
Owner:County Highway Agency [02]
Year built:1994
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2013 

Status:Open, no restriction [A]
Average daily traffic:35,200 [as of 2012]
Truck traffic:2% of total traffic
Structural 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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:60.7 tons [55.2 metric tons]
Inventory rating:36.3 tons [33.0 metric tons]
Sufficiency rating:79.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$424,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201379.0Not deficient---35200
October 201177.0Not deficient---35200
October 200977.0Not deficient---35200
November 200777.0Not deficient---35200
November 200577.5Not deficient---32000
January 200476.8Not deficient---36100
September 200176.8Not deficient---36100
November 199977.5Not deficient---32000
January 199977.5Not deficient---32000
March 199779.6Not deficient---20000
February 199582.5Not deficient---3000