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CSAH 5 over MZ LTD; BROWNS CREEK

Map 

Coordinates:
+45.07548, -92.82849
45°04'32" N, 92°49'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CSAH 5 over MZ LTD; BROWNS CREEK
Structure number:82501
Location:0.2 MI SE OF JCT TH96
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:79.4 ft. [24.2 m]
Total length:199.2 ft. [60.7 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Vertical clearance below bridge:24.9 ft. [7.6 m]
Skew angle:20°
Owner:County Highway Agency [02]
Year built:1967
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:3
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: November 2014 

Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2008]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:54.6 tons [49.6 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:78.2
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$271,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201478.2Not deficientVery GoodVery GoodVery Good3900
January 201478.2Not deficientVery GoodVery GoodVery Good3900
October 201279.1Not deficientVery GoodVery GoodVery Good3900
November 201179.1Not deficientVery GoodVery GoodVery Good3900
January 201179.1Not deficientVery GoodVery GoodVery Good3900
December 200979.1Not deficientVery GoodVery GoodVery Good3900
November 200878.2Not deficientVery GoodVery GoodVery Good6500
January 200880.2Not deficientVery GoodVery GoodVery Good6500
October 200680.2Not deficientVery GoodVery GoodVery Good6500
November 200580.2Not deficientVery GoodVery GoodVery Good6300
January 200580.2Not deficientVery GoodVery GoodVery Good6300
September 200380.6Not deficientVery GoodVery GoodVery Good5400
November 200280.6Not deficientVery GoodVery GoodVery Good5400
February 200281.1Not deficientVery GoodVery GoodVery Good5400
January 200180.4Not deficientVery GoodVery GoodVery Good5400
December 199978.1Not deficientVery GoodGoodGood11814
December 199878.1Not deficientVery GoodGoodGood11814
October 199776.9Not deficientVery GoodGoodGood11814
February 199778.9Not deficientVery GoodGoodGood6300
February 199678.6Functionally obsoleteVery GoodGoodGood6300
February 199578.9Functionally obsoleteVery GoodGoodGood5484
January 199478.9Functionally obsoleteVery GoodVery GoodVery Good5483
December 199278.9Functionally obsoleteVery GoodVery GoodVery Good5484
January 199278.9Functionally obsoleteVery GoodVery GoodVery Good5484