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SR594 RUSSELL RD over I 15

Map 

Coordinates:
+36.08583, -115.18056
36°05'09" N, 115°10'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR594 RUSSELL RD over I 15
Structure number:I1940
Location:CENTER STRUCTURE OVER 1-1
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:129.9 ft. [39.6 m]
Total length:254.9 ft. [77.7 m]
Roadway width between curbs:101.1 ft. [30.8 m]
Deck width edge-to-edge:120.1 ft. [36.6 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1993
Year reconstructed:2012
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:2
Main spans material:Steel continuous [4]
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: October 2014 

Status:Open, no restriction [A]
Average daily traffic:29,000 [as of 2012]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:99.6 tons [90.5 metric tons]
Inventory rating:61.4 tons [55.8 metric tons]
Sufficiency rating:95.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201495.9Not deficientGoodVery GoodGood29000
October 201299.2Not deficientGoodGoodSatisfactory5900
October 201098.6Not deficientGoodGoodSatisfactory5900
October 200898.6Not deficientGoodGoodSatisfactory5900
November 200698.1Not deficientGoodVery GoodGood8100
January 200593.0Not deficientGoodVery GoodGood29950
December 200292.1Not deficientVery GoodVery GoodGood29000
December 200096.5Not deficientVery GoodVery GoodGood10685
November 199897.1Not deficientVery GoodVery GoodGood8100
November 199698.5Not deficientVery GoodExcellentVery Good2000
January 199598.5Not deficientVery GoodExcellentVery Good2000