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SERENE AV over DRY WASH

Map 

Coordinates:
+36.02111, -115.16972
36°01'16" N, 115°10'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SERENE AV over DRY WASH
Structure number:B2192
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:68.9 ft. [21.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:20°
Owner:County Highway Agency [02]
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]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2013 

Status:Open, no restriction [A]
Average daily traffic:250 [as of 2012]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
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]
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:77.2 tons [70.2 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201397.0Not deficient---250
December 201088.5Functionally obsolete---250
December 200888.5Functionally obsolete---250
December 200688.5Functionally obsolete---250
December 200480.8Not deficient---10500
November 200291.0Not deficient---250
October 200091.0Not deficient---250
October 199891.0Not deficient---250
January 199791.0Not deficient---250