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COLONY ROAD over SO FORK HAYWORTH CREEK

Map

Coordinates:
+43.04631, -84.65494
43°02'47" N, 84°39'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLONY ROAD over SO FORK HAYWORTH CREEK
Structure number:000000000001907
Old structure number:19200012000B020 (from 1992 edition)
Location:1/4 MI W OF ANDERSON RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.9 ft. [15.2 m]
Total length:50.9 ft. [15.5 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1965
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:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:1,593 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.8 tons [46.2 metric tons]
Inventory rating:30.5 tons [27.7 metric tons]
Sufficiency rating:76.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.1GoodGoodGoodVery Good-1593
October 201476.1GoodGoodGoodVery Good-1593
October 201276.1GoodGoodGoodVery Good-1593
April 201176.1GoodGoodGoodVery Good-1593
May 200976.1FairSatisfactorySatisfactoryVery Good-1648
April 200763.5FairFairFairVery Good-1648
July 200563.5FairFairFairVery Good-1648
March 200363.5FairFairFairVery Good-1648
January 200282.5FairSatisfactorySatisfactoryVery Good-639
September 199970.5FairFairFairVery Good-639
April 199887.6GoodGoodGoodGood-639
May 199682.5GoodVery GoodVery GoodVery Good-639
April 199485.8GoodVery GoodVery GoodVery Good-639
November 199185.8GoodVery GoodVery GoodVery Good-639