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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 2016100.0GoodVery GoodVery GoodVery Good-2000
March 2014100.0GoodVery GoodVery GoodVery Good-2000
March 2012100.0GoodVery GoodVery GoodVery Good-2000
March 2010100.0GoodVery GoodExcellentVery Good-2000
April 2008100.0GoodExcellentExcellentExcellent-2000
March 2006100.0GoodExcellentExcellentExcellent-2000
September 2004100.0GoodExcellentExcellentExcellent-2000
March 2002100.0GoodExcellentExcellentExcellent-2000
August 2000100.0GoodExcellentExcellentExcellent-2000
August 1998100.0GoodExcellentExcellentExcellent-2000
August 199693.0GoodExcellentExcellentExcellent-1780
October 199493.0GoodExcellentExcellentExcellent-2500
July 199291.0GoodExcellentExcellentExcellent-2500
May 199091.0GoodExcellentExcellentExcellent-2500