10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T


+41.25278, -95.92928
41°15'10" N, 95°55'45" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:10TH ST/FAU 5103 over BNSF/UPRR/5044 074-686-T
Structure number:U1825Q5505
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:134.8 ft. [41.1 m]
Total length:1321.9 ft. [402.9 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Vertical clearance below bridge:21.7 ft. [6.6 m]
Skew angle:17°
Owner:Railroad [27]
Year built:2000
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:13
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,256 [as of 2013]
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: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:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:59.8 tons [54.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:81.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201581.3GoodGoodGoodGood-5256
November 201381.9GoodGoodGoodGood-4545
October 201185.5GoodGoodVery GoodGood-4545
July 201085.4FairSatisfactoryVery GoodGood-5050
September 200885.5FairSatisfactoryVery GoodVery Good-4800
July 200680.3FairSatisfactoryVery GoodVery Good-5900
August 200480.0FairSatisfactoryVery GoodVery Good-8100
November 200280.0GoodGoodExcellentExcellent-8400
September 200080.0GoodExcellentExcellentExcellent-8400
July 199929.3PoorPoorFairPoorSD8400
June 199729.5PoorPoorFairPoorSD8000
November 199531.6PoorPoorFairPoorSD7200
September 199330.8PoorPoorFairPoorSD9500
September 199131.1PoorPoorFairPoorSD8700