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BACH ROAD over BROOKFIELD I/C DRAIN

Map

Coordinates:
+43.68479, -83.31563
43°41'05" N, 83°18'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BACH ROAD over BROOKFIELD I/C DRAIN
Structure number:000000000003569
Old structure number:32303H00002B020 (from 1992 edition)
Location:SEC 28-33 BROOKFIELD TWP
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:48.6 ft. [14.8 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:County Highway Agency [02]
Year built:2008
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:160 [as of 2009]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Operating rating:106.3 tons [96.6 metric tons]
Inventory rating:63.5 tons [57.7 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201599.9GoodVery GoodGoodVery Good-160
October 201399.9GoodVery GoodVery GoodVery Good-160
October 201199.9GoodVery GoodVery GoodVery Good-160
October 200999.9GoodVery GoodVery GoodVery Good-160
November 200899.9GoodExcellentExcellentExcellent-151
August 200736.8FairFairSatisfactorySatisfactorySD135
August 200536.8FairFairSatisfactorySatisfactorySD135
August 200336.8FairFairSatisfactorySatisfactorySD134
March 200336.7FairFairSatisfactorySatisfactorySD150
March 200136.7FairFairSatisfactorySatisfactorySD150
December 199935.3FairSatisfactorySatisfactorySatisfactorySD150
September 199735.8FairSatisfactorySatisfactorySatisfactoryFO150
August 199535.5FairSatisfactorySatisfactorySatisfactorySD150
July 199335.5FairSatisfactorySatisfactorySatisfactorySD150
June 199138.5FairSatisfactorySatisfactorySatisfactorySD150