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SR 604LAS VEGAS BL over WEST SIDE CHNL

Map 

Coordinates:
+36.08528, -115.17222
36°05'07" N, 115°10'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 604LAS VEGAS BL over WEST SIDE CHNL
Structure number:B 651
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.6 ft. [8.4 m]
Skew angle:39°
Owner:State Highway Agency [01]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:43,000 [as of 2012]
Truck traffic:3% of total traffic
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:58.9 tons [53.5 metric tons]
Inventory rating:35.3 tons [32.1 metric tons]
Sufficiency rating:79.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201579.5Not deficient---43000
January 201379.5Not deficient---43000
January 201163.3Not deficient---43000
January 200982.5Not deficient---43000
January 200766.3Not deficient---43000
January 200565.9Not deficient---49000
January 200366.3Not deficient---43000
January 200269.1Not deficient---5000