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CR351A W MANSFIELD over BRANCH OF BOKES CREEK

Map

Coordinates:
+40.45049, -83.51770
40°27'02" N, 83°31'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR351A W MANSFIELD over BRANCH OF BOKES CREEK
Structure number:8057842
Location:1.2 MI N of Treaty Line
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:25.9 ft. [7.9 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:30°
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]
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: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:244 [as of 2015]
Truck traffic:8% 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:Equal to present minimum criteria [6]
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:100.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018GoodExcellentExcellentExcellent244100.0
September 2017GoodExcellentExcellentExcellent244100.0
July 2016GoodExcellentExcellentExcellent244100.0
September 2015GoodExcellentExcellentExcellent264100.0
September 2014GoodExcellentExcellentExcellent264100.0
October 2013GoodExcellentExcellentExcellent264100.0
October 2012GoodExcellentExcellentExcellent264100.0
September 2011GoodExcellentExcellentExcellent264100.0
January 2010GoodExcellentExcellentExcellent275100.0
January 2009GoodExcellentExcellentExcellent275100.0
January 2006GoodExcellentExcellentExcellent275100.0
January 2005GoodExcellentExcellentExcellent275100.0
February 2004GoodExcellentExcellentExcellent275100.0
December 2002GoodExcellentExcellentExcellent275100.0
January 2002GoodExcellentExcellentExcellent275100.0