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SR594 RUSSELL RD over I 515, US95, US93

Map 

Coordinates:
+36.08306, -115.04944
36°04'59" N, 115°02'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR594 RUSSELL RD over I 515, US95, US93
Structure number:I1456
Location:LAS VEGAS
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:118.1 ft. [36.0 m]
Total length:232.0 ft. [70.7 m]
Roadway width between curbs:88.9 ft. [27.1 m]
Deck width edge-to-edge:102.0 ft. [31.1 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1987
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:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:23,500 [as of 2014]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.1 tons [63.7 metric tons]
Inventory rating:42.0 tons [38.2 metric tons]
Sufficiency rating:92.3

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201592.3Not deficientSatisfactoryGoodGood23500
November 201392.5Not deficientSatisfactoryGoodGood23000
November 201193.1Not deficientSatisfactoryGoodGood12400
November 200993.1Not deficientSatisfactoryGoodGood12400
November 200793.1Not deficientSatisfactoryGoodGood12400
January 200691.9Not deficientSatisfactoryGoodGood14900
February 200491.5Not deficientGoodGoodGood18200
January 200291.1Not deficientGoodGoodVery Good18900
October 199993.0Not deficientGoodGoodVery Good14900
January 199894.0Not deficientGoodGoodVery Good12850
December 199595.9Not deficientGoodVery GoodVery Good9010
March 199495.9Not deficientVery GoodVery GoodVery Good9010
November 199194.6Not deficientVery GoodVery GoodVery Good5300