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E FRANLIN AVE over I 35W; TH 65

Map 

Coordinates:
+44.96269, -93.26923
44°57'46" N, 93°16'09" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E FRANLIN AVE over I 35W; TH 65
Structure number:27872
Location:0.2 MI S OF JCT TH 94
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:65.3 ft. [19.9 m]
Total length:283.2 ft. [86.3 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:State Highway Agency [01]
Year built:1966
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:6
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: July 2015 

Status:Open, no restriction [A]
Average daily traffic:16,600 [as of 2005]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:54.1 tons [49.2 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.1
Recommended work:Widening of existing bridge or other major structure without deck rehabilitation or replacement [33]
Estimated cost of work:$496,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201573.1Functionally obsoleteSatisfactorySatisfactoryGood16600
July 201372.1Functionally obsoleteSatisfactorySatisfactoryGood16600
August 201172.1Functionally obsoleteSatisfactorySatisfactoryGood16600
October 200973.9Functionally obsoleteSatisfactorySatisfactoryGood16600
October 200873.9Functionally obsoleteSatisfactorySatisfactoryGood16600
September 200773.9Functionally obsoleteSatisfactorySatisfactoryGood16600
October 200673.9Functionally obsoleteSatisfactorySatisfactoryGood16600
July 200573.4Functionally obsoleteSatisfactorySatisfactoryGood19900
September 200473.4Functionally obsoleteSatisfactorySatisfactoryGood19900
August 200374.0Functionally obsoleteSatisfactorySatisfactoryGood15800
November 200174.0Functionally obsoleteSatisfactoryGoodGood15800
September 200074.0Functionally obsoleteSatisfactoryGoodGood15800
October 19990.0Not applicableGoodSatisfactoryGood86000
October 199874.0Functionally obsoleteGoodSatisfactoryGood15800
October 199774.0Functionally obsoleteGoodSatisfactoryGood15800
January 199774.0Functionally obsoleteGoodSatisfactoryGood15500
October 199573.4Functionally obsoleteGoodSatisfactoryGood15500
May 199573.4Functionally obsoleteGoodSatisfactoryGood15500
September 199373.4Functionally obsoleteGoodSatisfactoryGood15500
October 199273.3Functionally obsoleteGoodSatisfactoryGood16500
August 199173.3Functionally obsoleteGoodGoodGood16500