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 2015 

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 replacement [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:79.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,144,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201579.4Functionally obsoleteGoodVery GoodVery Good4560
June 201479.4Functionally obsoleteGoodVery GoodVery Good4560
July 201389.6Functionally obsoleteVery GoodVery GoodVery Good3900
June 201289.6Functionally obsoleteVery GoodVery GoodVery Good3900
July 201189.6Functionally obsoleteVery GoodVery GoodVery Good3900
July 201089.6Functionally obsoleteVery GoodVery GoodVery Good3900
June 200986.6Functionally obsoleteVery GoodVery GoodVery Good3900
July 200876.2Functionally obsoleteVery GoodVery GoodVery Good6515
June 200789.6Functionally obsoleteVery GoodVery GoodVery Good3400
July 200689.6Functionally obsoleteVery GoodVery GoodVery Good3400
June 200589.7Functionally obsoleteVery GoodVery GoodVery Good2800
July 200489.7Functionally obsoleteVery GoodVery GoodVery Good2800
July 200379.4Not deficientVery GoodVery GoodVery Good5000
August 200279.4Not deficientVery GoodExcellentExcellent5000
June 200183.4Not deficientVery GoodExcellentExcellent5000
May 200078.4Not deficientVery GoodExcellentExcellent5000
200078.4Not deficientVery GoodExcellentExcellent5000
July 199878.4Not deficientExcellentExcellentExcellent5000
July 199777.7Not deficientExcellentExcellentExcellent5000
November 199677.7Not deficientExcellentExcellentExcellent5000
199576.5Not deficientExcellentExcellentExcellent5000