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SR159 CHARLESTON over LAS VEGAS WASH

Map

Coordinates:
+36.15889, -115.06444
36°09'32" N, 115°03'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR159 CHARLESTON over LAS VEGAS WASH
Structure number:B1539
Location:LAS VEGAS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.2 ft. [9.8 m]
Total length:149.9 ft. [45.7 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Owner:State Highway Agency [01]
Year built:1971
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:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:51,000 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:60.9 tons [55.4 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:89.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201589.8FairSatisfactorySatisfactoryGood-51000
November 201389.0FairSatisfactorySatisfactoryGood-57000
November 201183.6FairSatisfactoryGoodGood-57000
November 200983.6FairSatisfactoryGoodGood-57000
November 200783.6FairSatisfactoryGoodGood-57000
January 200686.5GoodGoodGoodGood-45000
January 200486.5GoodGoodGoodGood-45000
October 200185.3GoodGoodGoodGood-50100
December 199985.3GoodGoodGoodGood-50100
February 199886.5GoodGoodGoodGood-45000
December 199589.0GoodGoodGoodGood-35400
November 199389.0GoodGoodGoodGood-35400
February 199292.3GoodVery GoodVery GoodVery Good-34100