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SR 589/SAHARA AV over UPRR,WESTERN,INDUSTRIAL

Map

Coordinates:
+36.14399, -115.16591
36°08'38" N, 115°09'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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:13.1 ft. [4.0 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 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:61,000 [as of 2014]
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]
Sufficiency rating:74.4
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactoryFairGood6100074.4
January 2015FairSatisfactoryFairGood7799071.5
January 2013FairSatisfactoryFairGood7799073.8
January 2011FairSatisfactoryFairGood7799071.8
January 2009FairFairSatisfactoryGood7799082.0
January 2007FairFairSatisfactoryGood7090080.0
February 2005FairFairSatisfactoryGood7400080.0
February 2003FairFairSatisfactoryGood7400080.0
February 2001FairFairSatisfactoryGood7400080.0
December 1998FairFairSatisfactoryGood7090080.0
January 1997FairFairSatisfactorySatisfactory8460080.0
March 1995GoodGoodGoodGood7690081.0
December 1992FairGoodSatisfactoryGood7090081.0
January 1991GoodGoodGoodGood6150081.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.10,85810,777102546
Deck
Reinforced Concrete Decksq. ft.99,235072,09127,1440
Substructure
Reinforced Concrete Columneach7369400
Reinforced Concrete Abutmentlinear ft.2192001810
Reinforced Concrete Pile Cap/Footinglinear ft.709704500
Reinforced Concrete Pier Caplinear ft.1,093980100130
Joints
Strip Seal Jointlinear ft.398000398
Bearings
Elastomeric Bearingeach352352000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,8551,15570000