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CONVERSE-ROSELM RD over DOG CK * CONVERSE ROSELM

Map 

Coordinates:
+40.95667, -84.41833
40°57'24" N, 84°25'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CONVERSE-ROSELM RD over DOG CK * CONVERSE ROSELM
Structure number:8133239
Location:1.70 MI N JCT SR 224
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:67.9 ft. [20.7 m]
Total length:68.9 ft. [21.0 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:35°
Owner:County Highway Agency [02]
Year built:1991
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:188 [as of 2006]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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: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:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201592.5Not deficientVery GoodVery GoodVery Good188
September 201492.5Not deficientVery GoodVery GoodVery Good188
October 201392.5Not deficientVery GoodVery GoodVery Good188
October 201289.5Not deficientVery GoodVery GoodVery Good188
November 201189.5Not deficientVery GoodVery GoodVery Good188
October 201089.5Not deficientVery GoodVery GoodVery Good188
October 200989.5Not deficientVery GoodVery GoodVery Good188
October 200889.5Not deficientVery GoodVery GoodVery Good188
October 200789.5Not deficientVery GoodVery GoodVery Good188
October 200689.5Not deficientVery GoodVery GoodVery Good188
September 200589.5Not deficientVery GoodVery GoodVery Good177
September 200489.5Not deficientVery GoodVery GoodVery Good177
September 200389.5Not deficientVery GoodVery GoodVery Good177
September 200289.5Not deficientVery GoodVery GoodVery Good177
September 200089.5Not deficientVery GoodVery GoodVery Good167
September 199988.5Not deficientVery GoodVery GoodVery Good167
September 199888.5Not deficientVery GoodVery GoodVery Good167
August 199788.5Not deficientExcellentExcellentExcellent150
March 199689.5Not deficientExcellentExcellentExcellent150
December 199489.0Not deficientExcellentExcellentExcellent150
June 199389.0Not deficientExcellentExcellentExcellent150
December 199189.0Not deficientVery GoodExcellentExcellent150