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MD RT 213 over C&D CANAL

Map

Coordinates:
+39.52944, -75.81389
39°31'46" N, 75°48'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MD RT 213 over C&D CANAL
Structure number:300000CECE01010
Location:14 MI WEST OF REEDY PT.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:539.7 ft. [164.5 m]
Total length:3955.2 ft. [1205.5 m]
Roadway width between curbs:24.6 ft. [7.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:134.5 ft. [41.0 m]
Owner:Corps of Engineers (Civil) [70]
Year built:1948
Year reconstructed:1978
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,352 [as of 2016]
Truck traffic:15% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:None present but re-evaluation suggested [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:47.6
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$3,221,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairGoodFairSatisfactory1435247.6
August 2015FairGoodFairSatisfactory1279147.6
August 2013FairGoodFairFair1279147.6
August 2011FairGoodFairFair1680247.3
June 2007FairSatisfactoryFairSatisfactory1453848.3
July 2003FairSatisfactoryFairGood1322548.3
April 2001FairGoodFairSatisfactory1295048.3
April 1999FairGoodFairSatisfactory1295048.3
May 1997FairGoodFairSatisfactory1295048.3
May 1993FairSatisfactoryGoodGood770064.7