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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 

Good/Fair/Poor Condition:Fair
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201685.0FairSatisfactoryVery GoodVery Good-18200
March 201485.0GoodGoodVery GoodVery Good-18200
March 201288.6GoodVery GoodVery GoodVery Good-18200
March 201088.6GoodVery GoodVery GoodExcellent-18200
March 200888.6GoodVery GoodVery GoodExcellent-18200
March 200696.3GoodExcellentExcellentExcellent-18200
September 200496.3GoodExcellentExcellentExcellent-18200
March 200296.3GoodExcellentExcellentExcellent-18200
September 200096.3GoodExcellentExcellentExcellent-18200
September 199896.3GoodExcellentExcellentExcellent-18200
September 199696.3GoodExcellentExcellentExcellent-18200
October 199497.9GoodExcellentExcellentExcellent-2000
January 199297.9GoodExcellentExcellentExcellent-2000