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24TH ST RMP TO I80 over WB-I80 TO SB-US75 RMP 4

Map 

Coordinates:
+41.22333, -95.95167
41°13'24" N, 95°57'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:24TH ST RMP TO I80 over WB-I80 TO SB-US75 RMP 4
Structure number:S080 45316
Location:GROVER ST INTRCHG #16
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:181.1 ft. [55.2 m]
Total length:377.0 ft. [114.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Owner:State Highway Agency [01]
Year built:1990
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:Steel continuous [4]
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:12% of total traffic
Deck condition:Very Good [8 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:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
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:79.9 tons [72.6 metric tons]
Inventory rating:47.9 tons [43.5 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 2016100.0Not deficientVery GoodVery GoodVery Good2000
March 2014100.0Not deficientVery GoodVery GoodVery Good2000
March 2012100.0Not deficientVery GoodVery GoodVery Good2000
March 2010100.0Not deficientVery GoodExcellentVery Good2000
April 2008100.0Not deficientExcellentExcellentExcellent2000
March 2006100.0Not deficientExcellentExcellentExcellent2000
September 2004100.0Not deficientExcellentExcellentExcellent2000
March 2002100.0Not deficientExcellentExcellentExcellent2000
August 2000100.0Not deficientExcellentExcellentExcellent2000
August 1998100.0Not deficientExcellentExcellentExcellent2000
August 199693.0Not deficientExcellentExcellentExcellent1780
October 199493.0Not deficientExcellentExcellentExcellent2500
July 199291.0Not deficientExcellentExcellentExcellent2500
May 199091.0Not deficientExcellentExcellentExcellent2500