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PARK ACCESS RD over BRADY RUN (S BRANCH)

Map

Coordinates:
+40.73180, -80.33940
40°43'54" N, 80°20'22" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PARK ACCESS RD over BRADY RUN (S BRANCH)
Structure number:000000000003847
Old structure number:047201000040090 (from 1992 edition)
Location:004009 BRADYS RUN PARK
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:43.0 ft. [13.1 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:16.4 ft. [5.0 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Skew angle:
Owner:County Highway Agency [02]
Year built:1856
Year reconstructed:2012
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:55 [as of 2018]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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:Basically intolerable requiring high priority of corrrective action [3]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:74.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$44,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018FairGoodGoodFair5574.5
August 2016FairVery GoodVery GoodFair5574.5
August 2014FairVery GoodVery GoodFair5574.5
August 2012FairVery GoodVery GoodFair5574.5
April 2011PoorFairPoorFair5530.5
August 2009PoorSatisfactoryPoorFair5533.0
August 2007PoorSatisfactoryPoorFair5558.5
August 2005FairGoodSatisfactoryFair5574.5
August 2003FairGoodGoodFair5574.5
August 2001FairGoodGoodFair5574.5
August 1999FairVery GoodGoodFair5574.5
July 1997FairVery GoodGoodFair5574.5
July 1995FairSatisfactoryGoodFair5576.6
August 1993FairSatisfactoryGoodFair5576.6
August 1991FairSatisfactoryVery GoodFair5575.6