15TH ST E over TH 65; RAMPS


+44.96807, -93.26966
44°58'05" N, 93°16'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:15TH ST E over TH 65; RAMPS
Structure number:27840
Location:ATH THE JCT TH 65; 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:77.1 ft. [23.5 m]
Total length:237.9 ft. [72.5 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:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1966
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,400 [as of 2005]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.7 tons [71.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:76.0
Estimated cost of work:$510,000,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201676.0FairSatisfactoryGoodSatisfactoryFO5400
July 201476.0FairSatisfactoryGoodSatisfactoryFO5400
July 201276.0FairSatisfactoryGoodSatisfactoryFO5400
July 201078.0FairSatisfactoryGoodSatisfactoryFO5400
September 200878.0FairSatisfactoryGoodSatisfactoryFO5400
November 200776.0FairSatisfactoryGoodSatisfactoryFO5400
November 200676.0FairSatisfactoryGoodSatisfactoryFO5400
December 200576.0FairSatisfactoryGoodSatisfactoryFO6700
September 200476.0FairSatisfactoryGoodSatisfactoryFO6700
January 200476.0FairSatisfactorySatisfactorySatisfactoryFO4900
October 200276.0GoodGoodGoodGoodFO4900
September 200178.0GoodGoodGoodGoodFO4900
October 200078.0GoodGoodGoodGoodFO4900
November 19990.0GoodGoodGoodGood-7000
July 199878.0GoodGoodGoodGoodFO4900
September 199776.8GoodGoodGoodGoodFO3700
August 199676.8GoodGoodGoodGoodFO3700
October 199576.6GoodGoodGoodGoodFO4500
October 199476.6GoodGoodGoodGoodFO4500
October 199376.4GoodGoodGoodGoodFO6000
October 199276.6GoodVery GoodGoodGoodFO3885
July 199176.6GoodVery GoodGoodGoodFO4250