F ST/FAU 5030 over UPRR 817-392-N


+41.21972, -95.95716
41°13'11" N, 95°57'26" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:F ST/FAU 5030 over UPRR 817-392-N
Structure number:U182542625
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Collector (Urban) [17]
Length of largest span:143.1 ft. [43.6 m]
Total length:845.2 ft. [257.6 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:38.4 ft. [11.7 m]
Vertical clearance below bridge:26.2 ft. [8.0 m]
Skew angle:21°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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: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: September 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,254 [as of 2012]
Truck traffic:10% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:39.9 tons [36.3 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:51.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201551.7GoodGoodGoodGood-7254
September 201351.7GoodGoodGoodGood-6300
September 201164.5FairSatisfactoryGoodGood-5300
July 200965.4FairSatisfactorySatisfactoryGood-8100
November 200778.6FairSatisfactorySatisfactoryGood-8100
May 200578.4FairSatisfactoryGoodGood-8600
September 200378.4GoodGoodGoodGood-8600
September 200178.7GoodGoodGoodGood-7600
August 199980.1GoodGoodGoodGood-7100
August 199780.2GoodGoodGoodGood-6900
July 199580.4GoodGoodGoodGood-6100
June 199380.2GoodGoodVery GoodGood-8600
June 199180.2GoodGoodVery GoodGood-8600