EB 28th St E over I 35W


+44.95194, -93.27318
44°57'07" N, 93°16'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:EB 28th St E over I 35W
Structure number:27869
Location:1.2 MI S OF JCT TH 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.4 ft. [25.1 m]
Total length:249.7 ft. [76.1 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:31°
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: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: July 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:13,300 [as of 2007]
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:Basically intolerable requiring high priority of replacement [2]
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:70.7 tons [64.3 metric tons]
Inventory rating:42.6 tons [38.7 metric tons]
Sufficiency rating:76.3
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$535,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201576.3GoodGoodGoodGoodFO13300
July 201376.3GoodGoodGoodGoodFO13300
August 201176.3GoodGoodGoodGoodFO13300
October 200976.3GoodGoodGoodGoodFO13300
October 200876.7GoodGoodGoodGoodFO10600
September 200776.7GoodGoodGoodGoodFO10600
November 200676.7GoodGoodGoodGoodFO10600
July 200576.6GoodGoodGoodGoodFO11500
September 200476.6GoodGoodGoodGoodFO11500
August 200376.9GoodGoodGoodGoodFO9100
November 200177.9GoodGoodGoodGoodFO9100
August 200074.8GoodVery GoodVery GoodGoodFO9100
November 199974.8FairVery GoodSatisfactoryGoodFO9100
October 199874.8FairGoodSatisfactoryGoodFO9100
October 199774.3FairExcellentSatisfactoryGoodFO10900
January 199774.3FairExcellentSatisfactoryGoodFO10900
May 199570.8PoorPoorSatisfactoryGoodSD11500
September 199370.8PoorPoorSatisfactoryGoodSD11500
October 199270.8PoorPoorGoodGoodSD11450
December 199170.8PoorPoorGoodGoodSD11300