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CR 199 E SANDUSKY over BOKES CREEK

Map

Coordinates:
+40.36019, -83.32919
40°21'37" N, 83°19'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 199 E SANDUSKY over BOKES CREEK
Structure number:8034583
Location:0.85 MI NORTH OF SR 347
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:152.9 ft. [46.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
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: June 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:403 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Excellent [9 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:97.5

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018GoodExcellentExcellentExcellent40397.5
October 2017GoodExcellentExcellentExcellent40397.5
October 2016GoodExcellentExcellentExcellent40397.5
November 2015GoodExcellentExcellentExcellent29898.6
January 2015GoodExcellentExcellentExcellent29899.9
December 2013GoodExcellentExcellentExcellent29898.6
January 2013GoodExcellentExcellentExcellent29898.6
November 2011GoodExcellentExcellentExcellent29898.6
April 2010GoodExcellentExcellentExcellent29898.6
February 2009GoodExcellentExcellentExcellent29892.4
January 2006GoodExcellentExcellentExcellent29892.4
January 2005GoodExcellentExcellentExcellent29892.4
February 2004GoodExcellentExcellentExcellent29892.4
January 2003GoodExcellentExcellentExcellent29892.4
January 2002GoodExcellentExcellentExcellent29892.4
October 1999GoodExcellentExcellentExcellent29892.4