+40.99917, -114.44361
40°59'57" N, 114°26'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 80 over NNRR & E. SQUAW CREEK
Structure number:G 925W
Purpose:Carries highway over railroad and waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:57.1 ft. [17.4 m]
Total length:145.0 ft. [44.2 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1974
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,650 [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:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.9 tons [55.4 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201693.9FairSatisfactorySatisfactoryGoodFO2650
September 201493.9FairSatisfactorySatisfactoryGoodFO2700
September 201293.9FairSatisfactorySatisfactoryGoodFO2700
September 201093.7FairSatisfactorySatisfactoryGoodFO2700
September 200893.7FairGoodSatisfactoryGoodFO2700
September 200693.8FairGoodSatisfactoryGoodFO2288
August 200493.8GoodGoodGoodGoodFO2325
July 200293.8GoodGoodGoodGoodFO2540
August 200093.8GoodGoodGoodGoodFO2540
September 199893.8GoodGoodGoodGoodFO2288
September 199691.8GoodGoodGoodGoodFO2210
August 199492.8GoodGoodVery GoodVery GoodFO2200
August 199292.8GoodGoodVery GoodVery GoodFO2170
September 199092.8GoodVery GoodVery GoodVery GoodFO2050