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24TH ST/FAU 5083 over UP/BNSF RR 816-818-D

Map 

Coordinates:
+41.24101, -95.94701
41°14'28" N, 95°56'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:24TH ST/FAU 5083 over UP/BNSF RR 816-818-D
Structure number:U182505510
Location:OMAHA 24TH @ HICKORY
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:190.0 ft. [57.9 m]
Total length:999.1 ft. [304.5 m]
Roadway width between curbs:48.9 ft. [14.9 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Skew angle:43°
Owner:City or Municipal Highway Agency [04]
Year built:1994
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:4
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: August 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,818 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:70.8 tons [64.4 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:64.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201564.0GoodGoodGoodGoodFO10818
August 201364.0GoodGoodGoodGoodFO9495
July 201177.0GoodGoodGoodGoodFO10550
September 200977.0GoodGoodGoodGoodFO10750
July 200777.0GoodGoodVery GoodGoodFO10750
November 200576.7GoodGoodVery GoodGoodFO12600
August 200376.7GoodGoodVery GoodGoodFO12600
October 200176.6GoodGoodVery GoodGood-12700
September 199996.3GoodVery GoodVery GoodGood-12000
December 199796.3GoodVery GoodVery GoodVery Good-12000
September 199596.4GoodExcellentExcellentExcellent-10400
March 199496.0GoodExcellentExcellentExcellent-12700
November 199328.1PoorFairPoorSeriousSD12700
September 199138.1PoorFairPoorSeriousSD11000