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EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T

Map 

Coordinates:
+41.22691, -95.95453
41°13'37" N, 95°57'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EB-I80/SB-US75 RP6 over BNSF/UPRR 816-822-T
Structure number:S080 45301
Location:GROVER ST INTRCHG
Purpose:Carries highway overpass over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:139.1 ft. [42.4 m]
Total length:938.0 ft. [285.9 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:39.7 ft. [12.1 m]
Owner:State Highway Agency [01]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:8
Main spans material:Prestressed concrete [5]
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: March 2016 

Status:Open, no restriction [A]
Average daily traffic:18,200 [as of 2003]
Truck traffic:9% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge not over waterway. [N]
Operating rating:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201685.0Not deficientSatisfactoryVery GoodVery Good18200
March 201485.0Not deficientGoodVery GoodVery Good18200
March 201288.6Not deficientVery GoodVery GoodVery Good18200
March 201088.6Not deficientVery GoodVery GoodExcellent18200
March 200888.6Not deficientVery GoodVery GoodExcellent18200
March 200696.3Not deficientExcellentExcellentExcellent18200
September 200496.3Not deficientExcellentExcellentExcellent18200
March 200296.3Not deficientExcellentExcellentExcellent18200
September 200096.3Not deficientExcellentExcellentExcellent18200
September 199896.3Not deficientExcellentExcellentExcellent18200
September 199696.3Not deficientExcellentExcellentExcellent18200
October 199497.9Not deficientExcellentExcellentExcellent2000
January 199297.9Not deficientExcellentExcellentExcellent2000