+41.08556, -115.23028
41°05'08" N, 115°13'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 80 over SPRR/UPRR & HUMBOLDT R.
Structure number:G 913E
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:140.1 ft. [42.7 m]
Total length:813.0 ft. [247.8 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.9 ft. [13.7 m]
Vertical clearance below bridge:24.3 ft. [7.4 m]
Skew angle:54°
Owner:State Highway Agency [01]
Year built:1965
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:6
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: August 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,400 [as of 2014]
Truck traffic:40% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:77.6 tons [70.5 metric tons]
Inventory rating:46.3 tons [42.1 metric tons]
Sufficiency rating:97.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,463,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201697.8FairSatisfactorySatisfactorySatisfactory-3400
August 201497.8FairSatisfactorySatisfactorySatisfactory-3450
August 201296.9FairFairGoodSatisfactory-3175
August 201097.7FairGoodGoodSatisfactory-3175
August 200897.7FairGoodGoodSatisfactory-3175
August 200697.7FairGoodGoodSatisfactory-2935
August 200497.7GoodGoodGoodGood-3175
September 200297.7GoodGoodGoodGood-3045
July 200094.7GoodGoodGoodGood-3045
August 199894.7GoodGoodGoodGood-2935
August 199794.7GoodGoodGoodGood-2695
July 199557.9PoorFairPoorFairSD2688
August 199486.0FairSatisfactoryGoodSatisfactory-2688
August 199286.0FairSatisfactoryGoodSatisfactory-2515
October 199086.0FairSatisfactoryGoodGood-2560