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CR 213 B FORD REED over BOKES CREEK

Map

Coordinates:
+40.36219, -83.37483
40°21'44" N, 83°22'29" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 213 B FORD REED over BOKES CREEK
Structure number:8034877
Location:1.018 MI. NORTH OF SR347
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:142.1 ft. [43.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Owner:County Highway Agency [02]
Year built:2003
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:446 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 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 the assessed or calculated scour condition. [8]
Sufficiency rating:94.2

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodVery GoodVery GoodExcellent44694.2
October 2017GoodExcellentExcellentExcellent44694.2
October 2016GoodExcellentExcellentExcellent44694.2
October 2015GoodExcellentExcellentExcellent10798.9
January 2015GoodExcellentExcellentExcellent10798.9
December 2013GoodExcellentExcellentExcellent10798.9
January 2013GoodExcellentExcellentExcellent10798.9
November 2011GoodExcellentExcellentExcellent10798.9
April 2010GoodExcellentExcellentExcellent10798.9
February 2009GoodExcellentExcellentExcellent10798.9
January 2006GoodExcellentExcellentExcellent10798.9
February 2005GoodExcellentExcellentExcellent10798.9
2000----10798.9