+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 2014 

Status:Open, no restriction [A]
Average daily traffic:3,450 [as of 2012]
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. ratingEvaluationDeckSuper.Sub.ADT
August 201497.8Not deficientSatisfactorySatisfactorySatisfactory3450
August 201296.9Not deficientFairGoodSatisfactory3175
August 201097.7Not deficientGoodGoodSatisfactory3175
August 200897.7Not deficientGoodGoodSatisfactory3175
August 200697.7Not deficientGoodGoodSatisfactory2935
August 200497.7Not deficientGoodGoodGood3175
September 200297.7Not deficientGoodGoodGood3045
July 200094.7Not deficientGoodGoodGood3045
August 199894.7Not deficientGoodGoodGood2935
August 199794.7Not deficientGoodGoodGood2695
July 199557.9Structurally deficientFairPoorFair2688
August 199486.0Not deficientSatisfactoryGoodSatisfactory2688
August 199286.0Not deficientSatisfactoryGoodSatisfactory2515
October 199086.0Not deficientSatisfactoryGoodGood2560