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BAYSIDE ROAD over TANHOUSE CREEK

Map

Coordinates:
+38.13325, -75.29920
38°07'60" N, 75°17'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BAYSIDE ROAD over TANHOUSE CREEK
Structure number:200000WO0202010
Location:1.29 MI SW OF MD 365
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:12.1 ft. [3.7 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:19.4 ft. [5.9 m]
Deck width edge-to-edge:20.3 ft. [6.2 m]
Owner:County Highway Agency [02]
Year built:1970
Year reconstructed:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:4
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:223 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:52.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$132,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018FairFairFairFair22352.2
September 2017FairFairFairFair22352.2
September 2016FairFairFairFair22352.2
September 2015FairFairSatisfactoryFair22352.2
September 2014FairFairSatisfactoryFair21052.2
October 2013FairSatisfactorySatisfactoryFair21052.3
September 2012FairSatisfactorySatisfactorySatisfactory21062.1
September 2011FairSatisfactorySatisfactoryFair21052.1
September 2010FairSatisfactorySatisfactoryFair21052.1
September 2009FairSatisfactorySatisfactorySatisfactory21062.1
September 2008FairSatisfactorySatisfactorySatisfactory21059.1
October 2007FairSatisfactorySatisfactorySatisfactory21059.1
September 2006FairSatisfactoryGoodGood21061.1
September 2005FairSatisfactoryGoodGood21065.4
September 2004FairSatisfactoryGoodGood21065.4
September 2003FairSatisfactoryGoodGood21065.4
November 2002FairSatisfactoryFairFair21055.3
November 2001FairSatisfactoryFairFair21055.3
October 2000FairSatisfactoryFairSatisfactory21055.3
October 1999FairSatisfactoryFairSatisfactory21055.3
October 1998FairSatisfactorySatisfactorySatisfactory21065.3
January 1997FairSatisfactoryGoodGood20065.4
January 1996FairSatisfactoryGoodGood20065.3
December 1993GoodGoodGoodGood20063.8
September 1992GoodGoodGoodGood20060.4
November 1991FairSatisfactoryGoodGood20060.4