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COLONY ROAD over SO FORK OF HAYWORTH G.R.

Map

Coordinates:
+43.04637, -84.66223
43°02'47" N, 84°39'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLONY ROAD over SO FORK OF HAYWORTH G.R.
Structure number:000000000001909
Old structure number:19200012000B040 (from 1992 edition)
Location:1/4MI W OF ESSEX CENTER R
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
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:Fair
Status:Posted for load [P]
Average daily traffic:1,205 [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:Satisfactory [6 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 protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:50.8 tons [46.2 metric tons]
Inventory rating:30.5 tons [27.7 metric tons]
Sufficiency rating:76.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201676.2FairGoodGoodSatisfactory-1205
October 201448.9PoorGoodGoodPoorSD1205
October 201248.9PoorGoodGoodPoorSD1205
April 201148.9PoorGoodSatisfactoryPoorSD1205
May 200976.3FairSatisfactorySatisfactorySatisfactory-1048
April 200763.8FairFairFairVery Good-1048
July 200563.8FairFairFairVery Good-1048
March 200363.8FairFairFairVery Good-1048
January 200282.5FairSatisfactorySatisfactoryVery Good-639
September 199970.5FairFairFairVery Good-639
April 199887.6GoodGoodGoodVery Good-639
May 199682.5GoodVery GoodVery GoodVery Good-639
April 199485.8GoodVery GoodVery GoodVery Good-639
November 199185.8GoodVery GoodVery GoodVery Good-639