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SR 589/SAHARA AV over UPRR,WESTERN,INDUSTRIAL

Map 

Coordinates:
+36.14389, -115.16583
36°08'38" N, 115°09'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 589/SAHARA AV over UPRR,WESTERN,INDUSTRIAL
Structure number:G1064
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:904.9 ft. [275.8 m]
Roadway width between curbs:86.3 ft. [26.3 m]
Deck width edge-to-edge:99.4 ft. [30.3 m]
Vertical clearance below bridge:14.4 ft. [4.4 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1966
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:12
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:77,990 [as of 2012]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:58.2 tons [52.9 metric tons]
Inventory rating:34.9 tons [31.7 metric tons]
Sufficiency rating:71.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,232,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201571.5Not deficientSatisfactoryFairGood77990
January 201373.8Not deficientSatisfactoryFairGood77990
January 201171.8Not deficientSatisfactoryFairGood77990
January 200982.0Not deficientFairSatisfactoryGood77990
January 200780.0Functionally obsoleteFairSatisfactoryGood70900
February 200580.0Functionally obsoleteFairSatisfactoryGood74000
February 200380.0Functionally obsoleteFairSatisfactoryGood74000
February 200180.0Functionally obsoleteFairSatisfactoryGood74000
December 199880.0Functionally obsoleteFairSatisfactoryGood70900
January 199780.0Functionally obsoleteFairSatisfactorySatisfactory84600
March 199581.0Functionally obsoleteGoodGoodGood76900
December 199281.0Functionally obsoleteGoodSatisfactoryGood70900
January 199181.5Functionally obsoleteGoodGoodGood61500