CSAH 14;15 over US 10


+45.31728, -93.66496
45°19'02" N, 93°39'54" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CSAH 14;15 over US 10
Structure number:71015
Location:AT JCT TH 10;CSAH 14;15
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:109.6 ft. [33.4 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:56.1 ft. [17.1 m]
Deck width edge-to-edge:84.3 ft. [25.7 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:2002
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:2
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: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,850 [as of 2003]
Deck condition:Very Good [8 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:81.7 tons [74.3 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:97.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201597.9GoodVery GoodVery GoodVery Good-2850
August 201397.9GoodVery GoodVery GoodVery Good-2850
August 201197.9GoodVery GoodVery GoodVery Good-2850
August 200997.9GoodVery GoodVery GoodVery Good-2850
September 200797.9GoodVery GoodVery GoodVery Good-2850
October 200697.9GoodVery GoodVery GoodVery Good-2850
October 200597.9GoodVery GoodVery GoodVery Good-2850
August 200497.9GoodVery GoodVery GoodVery Good-2850
December 200398.1GoodVery GoodVery GoodVery Good-2300
November 200298.1GoodExcellentExcellentExcellent-2300
June 2002100.0GoodExcellentExcellentExcellent--