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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
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:5,732 [as of 1997]
Truck traffic:5% 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:92.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201592.6Not deficientGoodGoodGood5732
June 201492.6Not deficientGoodGoodGood5732
November 201392.6Not deficientGoodGoodVery Good5732
May 201292.6Not deficientGoodGoodVery Good5732
September 201192.6Not deficientGoodSatisfactoryVery Good5732
December 201092.6Not deficientGoodGoodVery Good5732
October 200992.6Not deficientGoodGoodVery Good5732
September 200892.6Not deficientGoodGoodVery Good5732
August 200792.6Not deficientGoodGoodVery Good5732
October 200692.6Not deficientGoodGoodVery Good5732
September 200592.6Not deficientGoodGoodVery Good5732
September 200492.6Not deficientGoodGoodVery Good5732
September 200392.6Not deficientGoodGoodVery Good5732
August 200292.6Not deficientGoodGoodVery Good5732
October 200192.6Not deficientVery GoodVery GoodVery Good5732
October 200092.6Not deficientVery GoodVery GoodVery Good5732
October 199992.6Not deficientVery GoodVery GoodVery Good5732
October 199892.6Not deficientVery GoodVery GoodVery Good5732
November 199692.6Not deficientVery GoodVery GoodVery Good5732
September 199592.8Not deficientVery GoodVery GoodVery Good5093
July 199492.8Not deficientVery GoodVery GoodVery Good5093
October 199392.8Not deficientVery GoodVery GoodVery Good5093
June 199293.9Not deficientVery GoodVery GoodVery Good4800
October 199193.9Not deficientVery GoodVery GoodVery Good4800