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LAMB BL over CEDAR CHNL

Map 

Coordinates:
+36.16972, -115.08028
36°10'11" N, 115°04'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAMB BL over CEDAR CHNL
Structure number:B1873
Location:LAS VEGAS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:11.8 ft. [3.6 m]
Total length:24.3 ft. [7.4 m]
Roadway width between curbs:86.0 ft. [26.2 m]
Deck width edge-to-edge:101.7 ft. [31.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1961
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: November 2015 

Status:Open, no restriction [A]
Average daily traffic:34,500 [as of 2014]
Truck traffic:3% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry 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 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]
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:39.2 tons [35.6 metric tons]
Inventory rating:23.4 tons [21.3 metric tons]
Sufficiency rating:82.1

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201582.1Not deficient---34500
November 201381.9Not deficient---41250
November 201179.6Not deficient---41250
November 200993.1Not deficient---41250
November 200793.1Not deficient---41250
January 200693.5Not deficient---37500
January 200473.1Functionally obsolete---40900
October 200173.1Functionally obsolete---40900
January 200073.5Functionally obsolete---37500
February 199873.8Functionally obsolete---35000
January 199693.7Not deficient---35000
November 199395.2Not deficient---24300
January 199295.2Not deficient---24300