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CR 219 B HOOVER-BA over BRANCH OF MILL CREEK

Map

Coordinates:
+40.35547, -83.49641
40°21'20" N, 83°29'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 219 B HOOVER-BA over BRANCH OF MILL CREEK
Structure number:8034850
Location:2 MI WEST of SR739
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:46.9 ft. [14.3 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:2005
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: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:302 [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: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:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodExcellentExcellentExcellent30294.4
October 2017GoodExcellentExcellentExcellent30294.4
October 2016GoodExcellentExcellentExcellent30294.4
September 2015GoodExcellentExcellentExcellent33294.4
December 2014GoodExcellentExcellentExcellent33294.4
December 2013GoodExcellentExcellentExcellent33294.4
January 2013GoodExcellentExcellentExcellent33294.4
September 2011GoodExcellentExcellentExcellent33294.4
April 2010GoodExcellentExcellentExcellent33294.4
January 2009GoodExcellentExcellentExcellent33294.4
2000----33294.4