5th ST SE over BNSF RR


+44.98033, -93.23203
44°58'49" N, 93°13'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:5th ST SE over BNSF RR
Structure number:27A21
Location:0.1 MI SE OF 15TH AVE SE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Local (Urban) [19]
Length of largest span:71.5 ft. [21.8 m]
Total length:241.2 ft. [73.5 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:19.0 ft. [5.8 m]
Skew angle:57°
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
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: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,560 [as of 2013]
Deck condition:Good [7 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:108.0 tons [98.2 metric tons]
Inventory rating:64.9 tons [59.0 metric tons]
Sufficiency rating:79.4
Estimated cost of work:$999,999,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201679.4GoodGoodVery GoodVery GoodFO4560
June 201579.4GoodGoodVery GoodVery GoodFO4560
June 201479.4GoodGoodVery GoodVery GoodFO4560
July 201389.6GoodVery GoodVery GoodVery GoodFO3900
June 201289.6GoodVery GoodVery GoodVery GoodFO3900
July 201189.6GoodVery GoodVery GoodVery GoodFO3900
July 201089.6GoodVery GoodVery GoodVery GoodFO3900
June 200986.6GoodVery GoodVery GoodVery GoodFO3900
July 200876.2GoodVery GoodVery GoodVery GoodFO6515
June 200789.6GoodVery GoodVery GoodVery GoodFO3400
July 200689.6GoodVery GoodVery GoodVery GoodFO3400
June 200589.7GoodVery GoodVery GoodVery GoodFO2800
July 200489.7GoodVery GoodVery GoodVery GoodFO2800
July 200379.4GoodVery GoodVery GoodVery Good-5000
August 200279.4GoodVery GoodExcellentExcellent-5000
June 200183.4GoodVery GoodExcellentExcellent-5000
May 200078.4GoodVery GoodExcellentExcellent-5000
July 199978.4GoodVery GoodExcellentExcellent-5000
July 199878.4GoodExcellentExcellentExcellent-5000
July 199777.7GoodExcellentExcellentExcellent-5000
November 199677.7GoodExcellentExcellentExcellent-5000