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CHERRY BOTTOM RD over TRAPPE DITCH(CHERRY BOT)

Map

Coordinates:
+40.06167, -82.88833
40°03'42" N, 82°53'18" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CHERRY BOTTOM RD over TRAPPE DITCH(CHERRY BOT)
Structure number:2534363
Location:0.5 MI NORTH OF MORSE RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:27.9 ft. [8.5 m]
Total length:77.1 ft. [23.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:County Highway Agency [02]
Year built:1983
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:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,961 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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 desirable criteria [8]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:63.5 tons [57.7 metric tons]
Inventory rating:37.7 tons [34.3 metric tons]
Sufficiency rating:92.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201692.0GoodGoodGoodGood-7961
June 201592.6GoodGoodGoodGood-5732
June 201492.6GoodGoodGoodGood-5732
November 201392.6GoodGoodGoodVery Good-5732
May 201292.6GoodGoodGoodVery Good-5732
September 201192.6FairGoodSatisfactoryVery Good-5732
December 201092.6GoodGoodGoodVery Good-5732
October 200992.6GoodGoodGoodVery Good-5732
September 200892.6GoodGoodGoodVery Good-5732
August 200792.6GoodGoodGoodVery Good-5732
October 200692.6GoodGoodGoodVery Good-5732
September 200592.6GoodGoodGoodVery Good-5732
September 200492.6GoodGoodGoodVery Good-5732
September 200392.6GoodGoodGoodVery Good-5732
August 200292.6GoodGoodGoodVery Good-5732
October 200192.6GoodVery GoodVery GoodVery Good-5732
October 200092.6GoodVery GoodVery GoodVery Good-5732
October 199992.6GoodVery GoodVery GoodVery Good-5732
October 199892.6GoodVery GoodVery GoodVery Good-5732
November 199692.6GoodVery GoodVery GoodVery Good-5732
September 199592.8GoodVery GoodVery GoodVery Good-5093
July 199492.8GoodVery GoodVery GoodVery Good-5093
October 199392.8GoodVery GoodVery GoodVery Good-5093
June 199293.9GoodVery GoodVery GoodVery Good-4800
October 199193.9GoodVery GoodVery GoodVery Good-4800