I 35W SB on ramp over Quarry Center outlet


+45.00321, -93.23199
45°00'12" N, 93°13'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 35W SB on ramp over Quarry Center outlet
Structure number:27889
Location:1.5 MI SW OF JCT TH 280
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:34.5 ft. [10.5 m]
Total length:128.0 ft. [39.0 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1972
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: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:Low slump Concrete [4]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:7,000 [as of 1994]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:74.6 tons [67.8 metric tons]
Inventory rating:44.7 tons [40.6 metric tons]
Sufficiency rating:92.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$553,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201492.3Not deficientGoodGoodSatisfactory7000
June 201292.3Not deficientGoodGoodGood7000
May 201092.3Not deficientGoodGoodGood7000
July 200892.3Not deficientGoodGoodGood7000
October 200792.3Not deficientGoodGoodGood7000
October 200692.3Not deficientGoodGoodGood7000
August 200592.3Not deficientGoodGoodGood7000
June 200492.3Not deficientGoodGoodGood7000
November 200392.3Not deficientGoodGoodGood7000
September 200292.3Not deficientGoodGoodGood7000
January 200292.3Not deficientGoodGoodGood7000
200092.3Not deficientGoodGoodVery Good7000
June 199792.6Not deficientGoodGoodVery Good7000
July 199692.6Not deficientGoodGoodVery Good7000
May 199588.7Functionally obsoleteGoodGoodVery Good7000
August 199388.7Functionally obsoleteGoodGoodVery Good7000
September 199288.7Functionally obsoleteGoodGoodVery Good7000
November 199188.7Functionally obsoleteGoodGoodVery Good7000