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FENWICK ROAD 500 over DICKERSON CREEK

Map

Coordinates:
+43.14904, -85.11070
43°08'57" N, 85°06'39" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FENWICK ROAD 500 over DICKERSON CREEK
Structure number:000000000007451
Old structure number:59200002000B010 (from 1992 edition)
Location:2.0 MI. WEST OF M-66
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:42.3 ft. [12.9 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:33.1 ft. [10.1 m]
Owner:County Highway Agency [02]
Year built:1958
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
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: September 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,130 [as of 2012]
Truck traffic:5% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:71.6 tons [65.1 metric tons]
Inventory rating:55.2 tons [50.2 metric tons]
Sufficiency rating:98.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201598.3GoodVery GoodVery GoodGood-1130
September 201398.3GoodVery GoodVery GoodGood-1130
September 201133.2PoorSatisfactorySatisfactoryPoorSD975
September 200933.2PoorSatisfactorySatisfactoryPoorSD975
September 200749.3FairSatisfactorySatisfactoryFair-975
September 200551.2FairSatisfactorySatisfactoryFair-677
September 200350.2FairFairFairFair-677
September 200156.3FairFairFairFair-570
October 199956.3FairFairFairFair-570
February 199856.3FairFairFairFair-570
December 199542.9FairFairFairFairSD200
December 199349.2FairFairFairFairSD200
December 199163.0FairFairFairFair-200