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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

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201592.3FairSatisfactoryGoodGood-23500
November 201392.5FairSatisfactoryGoodGood-23000
November 201193.1FairSatisfactoryGoodGood-12400
November 200993.1FairSatisfactoryGoodGood-12400
November 200793.1FairSatisfactoryGoodGood-12400
January 200691.9FairSatisfactoryGoodGood-14900
February 200491.5GoodGoodGoodGood-18200
January 200291.1GoodGoodGoodVery Good-18900
October 199993.0GoodGoodGoodVery Good-14900
January 199894.0GoodGoodGoodVery Good-12850
December 199595.9GoodGoodVery GoodVery Good-9010
March 199495.9GoodVery GoodVery GoodVery Good-9010
November 199194.6GoodVery GoodVery GoodVery Good-5300