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6TH STREET / EB 94 over I 35W, RAMPS; COLL RDS

Map 

Coordinates:
+44.96623, -93.25157
44°57'58" N, 93°15'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:6TH STREET / EB 94 over I 35W, RAMPS; COLL RDS
Structure number:27876
Location:0.3 MI N OF E JCT TH 94
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.9 ft. [32.9 m]
Total length:382.6 ft. [116.6 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:35.8 ft. [10.9 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
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:Low slump Concrete [4]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:11,970 [as of 1994]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:75.8 tons [68.9 metric tons]
Inventory rating:45.4 tons [41.3 metric tons]
Sufficiency rating:84.0
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,183,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201484.0Not deficientGoodGoodGood11970
September 201284.0Not deficientGoodGoodGood11970
September 201084.0Not deficientGoodGoodGood11970
September 200884.0Not deficientGoodGoodGood11970
October 200783.0Not deficientGoodGoodGood11970
November 200683.0Not deficientGoodGoodGood11970
May 200583.0Not deficientGoodGoodGood11970
September 200483.0Not deficientGoodGoodGood11970
June 200383.0Not deficientGoodGoodGood11970
September 200283.0Not deficientGoodGoodGood11970
September 200183.0Not deficientGoodGoodGood11970
January 200183.0Not deficientVery GoodSatisfactoryGood11970
November 19990.0Not applicableSatisfactorySatisfactoryGood101000
August 199883.0Not deficientSatisfactorySatisfactoryGood11970
August 199682.3Not deficientSatisfactoryGoodGood11970
May 199582.9Not deficientSatisfactoryGoodGood11970
October 199382.9Not deficientSatisfactoryGoodGood11970
October 199282.9Not deficientSatisfactoryGoodGood11970
December 199182.9Not deficientSatisfactoryGoodGood11970