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CSAH 57 over SHINGLE CREEK

Map 

Coordinates:
+45.04042, -93.29913
45°02'26" N, 93°17'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 57 over SHINGLE CREEK
Structure number:27515
Location:0.5 MI N OF 44TH AVE N
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:67.6 ft. [20.6 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Skew angle:40°
Owner:County Highway Agency [02]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span 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: May 2015 

Status:Open, no restriction [A]
Average daily traffic:2,825 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.5 tons [78.6 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:80.7
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$350,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201580.7Functionally obsoleteVery GoodVery GoodGood2825
May 201399.7Not deficientVery GoodVery GoodGood2825
May 201199.7Not deficientVery GoodVery GoodGood2825
June 200997.1Not deficientVery GoodVery GoodGood2825
June 200797.1Not deficientVery GoodVery GoodGood3050
April 200597.0Not deficientVery GoodVery GoodGood4200
October 200397.0Not deficientVery GoodVery GoodGood3975
August 200297.0Not deficientVery GoodVery GoodGood3975
November 200197.1Not deficientVery GoodVery GoodGood3300
December 200094.9Not deficientVery GoodVery GoodGood3300
200089.8Structurally deficientSeriousSatisfactoryGood4100
December 199889.8Structurally deficientSeriousGoodGood4100
June 199787.7Structurally deficientSeriousGoodGood4100
August 199687.7Structurally deficientSeriousGoodGood3800
September 199491.6Not deficientFairGoodGood3800
October 199487.6Structurally deficientSeriousGoodGood3775
October 199387.6Structurally deficientSeriousGoodGood4250
October 199287.6Structurally deficientSeriousGoodGood4150
September 199287.4Structurally deficientSeriousGoodGood6100