SR594 RUSSELL RD over I 15


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


Name:SR594 RUSSELL RD over I 15
Structure number:I1940
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,000 [as of 2014]
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:96.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201696.3GoodGoodVery GoodGood-26000
October 201495.9GoodGoodVery GoodGood-29000
October 201299.2FairGoodGoodSatisfactory-5900
October 201098.6FairGoodGoodSatisfactory-5900
October 200898.6FairGoodGoodSatisfactory-5900
November 200698.1GoodGoodVery GoodGood-8100
January 200593.0GoodGoodVery GoodGood-29950
December 200292.1GoodVery GoodVery GoodGood-29000
December 200096.5GoodVery GoodVery GoodGood-10685
November 199897.1GoodVery GoodVery GoodGood-8100
November 199698.5GoodVery GoodExcellentVery Good-2000
January 199598.5GoodVery GoodExcellentVery Good-2000