+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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,700 [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: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:61.1 tons [55.5 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201493.9Functionally obsoleteSatisfactorySatisfactoryGood2700
September 201293.9Functionally obsoleteSatisfactorySatisfactoryGood2700
September 201093.7Functionally obsoleteSatisfactorySatisfactoryGood2700
September 200893.7Functionally obsoleteGoodSatisfactoryGood2700
September 200693.8Functionally obsoleteGoodSatisfactoryGood2288
August 200493.8Functionally obsoleteGoodGoodGood2325
July 200293.8Functionally obsoleteGoodGoodGood2540
August 200093.8Functionally obsoleteGoodGoodGood2540
September 199893.8Functionally obsoleteGoodGoodGood2288
September 199691.8Functionally obsoleteGoodGoodGood2210
August 199492.8Functionally obsoleteGoodVery GoodVery Good2200
August 199292.8Functionally obsoleteGoodVery GoodVery Good2170
September 199092.8Functionally obsoleteVery GoodVery GoodVery Good2050