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CSAH 5(FRANKLIN) over W RIVER RD; MISS RIV

Map 

Coordinates:
+44.96439, -93.22181
44°57'52" N, 93°13'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 5(FRANKLIN) over W RIVER RD; MISS RIV
Structure number:2441
Location:0.5 MI E OF JCT CSAH 48
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:435.1 ft. [132.6 m]
Total length:1054.5 ft. [321.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:87.9 ft. [26.8 m]
Owner:County Highway Agency [02]
Year built:1923
Historic significance:Bridge is on the National Register of Historic Places [1]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: June 2014 

Status:Posted for load [P]
Average daily traffic:9,500 [as of 2005]
Deck condition:Poor [4 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:22.4 tons [20.4 metric tons]
Inventory rating:18.9 tons [17.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:24.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201424.9Structurally deficientPoorPoorPoor9500
June 201324.9Structurally deficientPoorPoorPoor9500
June 201247.9Structurally deficientPoorPoorPoor9500
June 201147.9Structurally deficientPoorPoorPoor9500
June 201050.0Structurally deficientFairPoorPoor9500
June 200950.0Structurally deficientFairPoorPoor9500
September 200848.0Structurally deficientFairPoorPoor9500
October 200750.0Structurally deficientFairPoorPoor9500
September 200650.0Structurally deficientFairPoorPoor9500
April 200550.0Structurally deficientFairPoorPoor9500
November 200449.9Structurally deficientFairPoorPoor9800
October 200349.9Structurally deficientFairPoorPoor9800
July 200249.5Structurally deficientFairPoorFair11100
October 200166.8Functionally obsoleteFairFairFair10100
September 200066.8Functionally obsoleteSatisfactoryFairFair10100
October 199965.2Functionally obsoleteSatisfactoryFairFair17600
November 199764.2Functionally obsoleteSatisfactoryFairFair17600
September 199664.9Functionally obsoleteGoodFairFair14100
June 199478.4Not deficientGoodSatisfactorySatisfactory14100
November 199467.4Not deficientGoodSatisfactoryFair11500
November 199367.4Not deficientGoodGoodFair11500
July 199266.7Not deficientGoodGoodFair14600
June 199278.3Not deficientGoodGoodSatisfactory14600