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WB-I80/NB-I480 RP3 over BNSF/UPRR 816-822-T

Map 

Coordinates:
+41.22706, -95.95432
41°13'37" N, 95°57'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WB-I80/NB-I480 RP3 over BNSF/UPRR 816-822-T
Structure number:S080 45297
Location:GROVER ST INTRCHG
Purpose:Carries highway overpass over railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:129.9 ft. [39.6 m]
Total length:671.0 ft. [204.5 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:22.0 ft. [6.7 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:7
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:2,000 [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:Equal to present minimum criteria [6]
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:75.8 tons [68.9 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:96.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201696.5Not deficientSatisfactoryVery GoodVery Good2000
March 201496.5Not deficientGoodVery GoodVery Good2000
March 201292.7Not deficientGoodVery GoodVery Good2000
March 201092.7Not deficientVery GoodExcellentVery Good2000
April 200892.7Not deficientVery GoodExcellentExcellent2000
March 200697.8Not deficientExcellentExcellentExcellent2000
September 200497.8Not deficientExcellentExcellentExcellent2000
March 200297.8Not deficientExcellentExcellentExcellent2000
September 200097.8Not deficientExcellentExcellentExcellent2000
September 199897.8Not deficientExcellentExcellentExcellent2000
September 199697.8Not deficientExcellentExcellentExcellent2000
October 199497.9Not deficientExcellentExcellentExcellent2000
July 199222.0Structurally deficientGoodFairSatisfactory23895
April 199156.6Not deficientGoodFairSatisfactory23895