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


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 

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. ratingEvaluationDeckSuper.Sub.ADT
August 201668.5Not deficientGoodVery GoodExcellent586
September 201569.6Not deficientGoodVery GoodExcellent450
March 201480.9Not deficientGoodExcellentExcellent450
October 201368.6Not deficientGoodExcellentExcellent450
July 201268.6Not deficientGoodExcellentExcellent450
June 201168.6Not deficientGoodExcellentExcellent450
October 201080.9Not deficientVery GoodExcellentExcellent450
July 200980.9Not deficientVery GoodExcellentExcellent450
March 200880.9Not deficientVery GoodExcellentExcellent450
October 200780.9Not deficientVery GoodExcellentExcellent450
November 200685.9Not deficientVery GoodExcellentExcellent450
August 200585.9Not deficientExcellentExcellentExcellent450
September 200485.9Not deficientExcellentExcellentExcellent450
September 200285.9Not deficientExcellentExcellentExcellent450
July 200185.9Not deficientExcellentExcellentExcellent450
October 200085.9Not deficientExcellentExcellentExcellent450
August 199935.7Structurally deficientSeriousSeriousSerious450
September 199835.7Structurally deficientSeriousSeriousSerious450
October 199739.7Structurally deficientFairSeriousPoor450
September 199664.8Not deficientFairFairSatisfactory450
August 199563.8Not deficientFairFairSatisfactory450
October 199475.8Not deficientSatisfactorySatisfactorySatisfactory450
October 199375.8Not deficientSatisfactorySatisfactorySatisfactory450
November 199166.1Not deficientSatisfactorySatisfactoryFair450