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FENWICK ROAD 500 over FISH CREEK

Map

Coordinates:
+43.14810, -84.85827
43°08'53" N, 84°51'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FENWICK ROAD 500 over FISH CREEK
Structure number:000000000007452
Old structure number:59200003000B010 (from 1992 edition)
Location:0.5 MI. W. CO. RD. 555
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:52.8 ft. [16.1 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:877 [as of 2003]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:55.2 tons [50.2 metric tons]
Inventory rating:33.1 tons [30.1 metric tons]
Sufficiency rating:94.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201594.9FairGoodGoodSatisfactory-877
September 201393.0GoodGoodGoodGood-877
September 201293.0GoodGoodGoodGood-877
December 201148.6PoorGoodGoodSeriousSD877
September 201148.6PoorGoodGoodSeriousSD877
September 200981.9FairGoodGoodFair-877
September 200793.0FairGoodGoodSatisfactory-877
September 200594.0FairGoodGoodSatisfactory-877
September 200393.7GoodGoodGoodGood-877
September 200193.7GoodGoodGoodGood-845
October 199993.7GoodGoodGoodGood-845
February 199893.7GoodGoodGoodVery Good-845
December 199599.9GoodGoodVery GoodVery Good-200
December 199399.9GoodGoodVery GoodVery Good-200
December 199199.9GoodGoodVery GoodGood-200