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COONEY HOLLOW ROAD over TRIB BIG SEWICKLEY CREEK

Map

Coordinates:
+40.60990, -80.18040
40°36'36" N, 80°10'49" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COONEY HOLLOW ROAD over TRIB BIG SEWICKLEY CREEK
Structure number:000000000041000
Old structure number:047411000060010 (from 1992 edition)
Location:400' EAST OF HOENIG RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:32.2 ft. [9.8 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:Town or Township Highway Agency [03]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10 [as of 2018]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:85.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$35,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018FairSatisfactoryFairFair1085.0
November 2016FairSatisfactoryFairFair1085.0
November 2014FairSatisfactoryFairFair1085.0
November 2012FairSatisfactoryFairFair1085.0
November 2010FairSatisfactoryFairFair1085.0
November 2008FairSatisfactoryFairFair1085.0
February 2007FairSatisfactoryFairFair1085.0
November 2006FairSatisfactoryFairFair1040.0
November 2004FairSatisfactorySatisfactoryFair1085.0
December 2002FairSatisfactorySatisfactorySatisfactory1096.0
November 2000FairSatisfactorySatisfactorySatisfactory1096.0