Share:

RUSSELL RD over WHITNEY WASH OVERFLOW

Map 

Coordinates:
+36.08361, -115.03556
36°05'01" N, 115°02'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RUSSELL RD over WHITNEY WASH OVERFLOW
Structure number:B1547
Location:LAS VEGAS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:8.9 ft. [2.7 m]
Total length:27.9 ft. [8.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1967
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2014]
Truck traffic:3% 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:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:58.3 tons [53.0 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:77.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$260,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201577.2Not deficient---20000
October 201375.4Not deficient---28300
October 201172.1Not deficient---28300
October 200972.3Not deficient---28300
October 200772.3Not deficient---28300
January 200676.9Not deficient---14900
February 200475.8Not deficient---18200
January 200275.5Not deficient---18900
January 200075.5Not deficient---18900
January 199876.9Not deficient---14900
December 199595.2Not deficient---6100
November 199395.2Not deficient---6100
November 199198.2Not deficient---6100