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US 952A SB over I 94 ramp RR, streets

Map 

Coordinates:
+44.98328, -93.27323
44°58'60" N, 93°16'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 952A SB over I 94 ramp RR, streets
Structure number:27816S
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:116.1 ft. [35.4 m]
Total length:3431.9 ft. [1046.0 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:19.0 ft. [5.8 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:33
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 

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:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:71.4 tons [64.9 metric tons]
Inventory rating:42.7 tons [38.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$11,531,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201593.2Functionally obsoleteGoodGoodGood12000
July 201393.2Functionally obsoleteGoodGoodGood12000
November 201193.2Functionally obsoleteGoodGoodGood12000
October 200993.2Functionally obsoleteGoodGoodGood12000
October 200793.2Functionally obsoleteGoodGoodGood12000
December 200693.2Functionally obsoleteGoodGoodGood12000
December 200493.2Functionally obsoleteGoodGoodGood12000
October 200293.2Functionally obsoleteGoodGoodGood12000
March 200197.3Not deficientGoodGoodGood12000
20000.0Not applicableGoodGoodGood5400
June 199897.3Not deficientGoodGoodGood12000
August 199695.3Not deficientGoodGoodGood12000
June 199594.2Not deficientVery GoodGoodGood12000
June 199494.4Not deficientVery GoodGoodGood11000
June 199394.4Not deficientVery GoodGoodGood11000
October 199294.4Not deficientVery GoodVery GoodGood10400
March 199294.4Not deficientVery GoodVery GoodGood10400