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EASTERN AV over DRY WASH

Map 

Coordinates:
+37.02889, -115.11944
37°01'44" N, 115°07'10" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EASTERN AV over DRY WASH
Structure number:B2125
Location:ADJACENT TO I-215
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.9 ft. [7.6 m]
Skew angle:99°
Owner:County Highway Agency [02]
Year built:1996
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2013 

Status:Open, no restriction [A]
Average daily traffic:6,600 [as of 2012]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:99.6 tons [90.5 metric tons]
Inventory rating:99.4 tons [90.4 metric tons]
Sufficiency rating:84.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$671,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201384.3Not deficient---6600
December 201183.9Not deficient---6600
December 200983.9Not deficient---6600
December 200783.9Not deficient---6600
January 200684.0Not deficient---6000
February 200483.0Not deficient---11800
November 200183.0Not deficient---11800
November 199984.0Not deficient---6000
November 199884.0Not deficient---6000
March 199784.1Not deficient---5500