+38.28209, -75.37895
38°16'56" N, 75°22'44" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD 354 over DAVIS BRANCH
Structure number:100000230011010
Location:0.52 M S OF WICOMICO CO
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:32°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,532 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:74.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$61,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairSatisfactorySatisfactoryFair153274.4
June 2016FairFairSatisfactoryFair153273.4
June 2015FairFairSatisfactoryFair153273.4
June 2014FairFairSatisfactoryFair153271.5
June 2013FairFairSatisfactoryFair153271.5
August 2012FairFairSatisfactoryFair153271.3
August 2011FairFairFairFair153271.3
August 2010FairFairFairFair153271.3
August 2009FairSatisfactoryFairFair154273.1
August 2008FairSatisfactoryFairFair154273.1
August 2006FairSatisfactoryFairFair135072.9
August 2004FairSatisfactorySatisfactorySatisfactory135084.2
August 2002FairSatisfactorySatisfactorySatisfactory97585.7
October 2000FairSatisfactorySatisfactorySatisfactory97585.7
October 1998FairSatisfactorySatisfactorySatisfactory97585.7
October 1996FairSatisfactorySatisfactorySatisfactory97585.7
July 1996FairSatisfactorySatisfactorySatisfactory120085.0
July 1994FairSatisfactorySatisfactorySatisfactory120085.0
June 1992FairSatisfactorySatisfactorySatisfactory120070.2
May 1990FairSatisfactorySatisfactoryFair120059.8