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

Map 

Coordinates:
+44.96667, -93.25167
44°58'00" 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 , COLL RDS; RAMPS
Structure number:27876A
Location:AT THE E JCT OF 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:15.4 ft. [4.7 m]
Deck width edge-to-edge:20.0 ft. [6.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:2000
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: August 2014 

Status:Open, no restriction [A]
Average daily traffic:1 [as of 2009]
Deck condition:Good [7 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: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:71.3 tons [64.8 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:83.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201483.0Functionally obsoleteGoodVery GoodVery Good1
September 201283.0Functionally obsoleteGoodVery GoodVery Good1
September 201083.0Functionally obsoleteGoodVery GoodVery Good1
October 200883.0Functionally obsoleteGoodVery GoodVery Good1
October 200779.3Not deficientGoodVery GoodVery Good1
November 200679.3Not deficientGoodVery GoodVery Good1
May 200579.3Not deficientGoodVery GoodVery Good1
September 200479.3Not deficientGoodVery GoodVery Good1
June 200379.3Not deficientGoodVery GoodVery Good1
September 200279.3Not deficientGoodVery GoodVery Good1
200080.2Not deficient---1
20010.0Not deficient---101000