US 952A NB over RR; STREETS TO I 94


+44.98257, -93.27438
44°58'57" N, 93°16'28" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:US 952A NB over RR; STREETS TO I 94
Structure number:27816N
Location:0.3 MI SE OF JCT TH 94
Purpose:Carries highway over highway and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:125.0 ft. [38.1 m]
Total length:3357.1 ft. [1023.2 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1982
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:31
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 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 1996]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Better than present minimum criteria [7]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:90.2 tons [82.0 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,279,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201597.3FairGoodGoodSatisfactory-12000
July 201396.3GoodGoodGoodGood-12000
November 201196.3GoodGoodGoodGood-12000
October 200996.3GoodGoodGoodGood-12000
October 200796.3GoodGoodGoodGood-12000
December 200696.3GoodGoodGoodGood-12000
July 200496.3GoodGoodGoodGood-12000
March 200396.3GoodGoodGoodGood-12000
March 200195.3GoodGoodGoodGood-12000
June 19990.0GoodGoodGoodGood-5400
June 199895.3GoodGoodGoodGood-12000
December 199694.3GoodGoodGoodGood-12000
June 199592.2GoodVery GoodGoodGood-12000
June 199491.9GoodVery GoodGoodGood-13500
June 199391.9GoodVery GoodGoodGood-13500
October 199292.4GoodVery GoodGoodGood-10400
March 199292.4GoodVery GoodGoodGood-10400