+40.72667, -116.09167
40°43'36" N, 116°05'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 80E over MAGGIE CRK
Structure number:B 894E
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:83.0 ft. [25.3 m]
Total length:85.0 ft. [25.9 m]
Roadway width between curbs:42.0 ft. [12.8 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 2014]
Truck traffic:31% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:99.6 tons [90.5 metric tons]
Inventory rating:68.1 tons [61.9 metric tons]
Sufficiency rating:97.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201597.8Not deficientGoodGoodGood5000
July 201397.8Not deficientGoodGoodGood4900
July 201196.5Not deficientGoodGoodGood4900
July 200996.5Not deficientGoodVery GoodGood4900
July 200796.5Not deficientGoodVery GoodGood4900
August 200596.6Not deficientGoodVery GoodGood4452
August 200397.7Not deficientGoodVery GoodGood3480
August 200197.6Not deficientGoodVery GoodGood4632
August 199997.6Not deficientGoodVery GoodGood4452
September 199797.6Not deficientGoodVery GoodGood4625
July 199597.5Not deficientGoodVery GoodGood7215
June 199397.5Not deficientGoodVery GoodGood7215
September 199197.7Not deficientGoodVery GoodGood3608