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BELLVILLE JOHNSVLL over CEDAR CREEK

Map 

Coordinates:
+40.62167, -82.61500
40°37'18" N, 82°36'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BELLVILLE JOHNSVLL over CEDAR CREEK
Structure number:7031432
Location:100 FT W OF BIDDLE RD.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:103.0 ft. [31.4 m]
Total length:105.6 ft. [32.2 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:1959
Year reconstructed:2000
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Corrugated Steel [6]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:586 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:38.5 tons [35.0 metric tons]
Inventory rating:23.2 tons [21.1 metric tons]
Sufficiency rating:68.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$255,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201668.5GoodGoodVery GoodExcellent-586
September 201569.6GoodGoodVery GoodExcellent-450
March 201480.9GoodGoodExcellentExcellent-450
October 201368.6GoodGoodExcellentExcellent-450
July 201268.6GoodGoodExcellentExcellent-450
June 201168.6GoodGoodExcellentExcellent-450
October 201080.9GoodVery GoodExcellentExcellent-450
July 200980.9GoodVery GoodExcellentExcellent-450
March 200880.9GoodVery GoodExcellentExcellent-450
October 200780.9GoodVery GoodExcellentExcellent-450
November 200685.9GoodVery GoodExcellentExcellent-450
August 200585.9GoodExcellentExcellentExcellent-450
September 200485.9GoodExcellentExcellentExcellent-450
September 200285.9GoodExcellentExcellentExcellent-450
July 200185.9GoodExcellentExcellentExcellent-450
October 200085.9GoodExcellentExcellentExcellent-450
August 199935.7PoorSeriousSeriousSeriousSD450
September 199835.7PoorSeriousSeriousSeriousSD450
October 199739.7PoorFairSeriousPoorSD450
September 199664.8FairFairFairSatisfactory-450
August 199563.8FairFairFairSatisfactory-450
October 199475.8FairSatisfactorySatisfactorySatisfactory-450
October 199375.8FairSatisfactorySatisfactorySatisfactory-450
November 199166.1FairSatisfactorySatisfactoryFair-450