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LOWER LANDSDOWN RD over CAPOOLONG CREEK

Map

Coordinates:
+40.60774, -74.91600
40°36'28" N, 74°54'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOWER LANDSDOWN RD over CAPOOLONG CREEK
Structure number:10XXF82
Location:0.4 M E OF CR 617
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:87.9 ft. [26.8 m]
Total length:94.2 ft. [28.7 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.4 ft. [5.6 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Skew angle:17°
Owner:County Highway Agency [02]
Year built:1885
Year reconstructed:1982
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Main span material:Aluminum, Wrought Iron or Cast Iron [9]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:150 [as of 2017]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,963,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairSatisfactoryFairSatisfactory15024.2
April 2015FairSatisfactoryFairSatisfactory15024.2
April 2013FairSatisfactoryFairSatisfactory14832.9
May 2011FairSatisfactoryFairSatisfactory133032.1
April 2009FairSatisfactoryFairSatisfactory133032.1
April 2007FairGoodFairSatisfactory72019.9
April 2005PoorGoodPoorSatisfactory70526.6
March 2003PoorGoodPoorSatisfactory69019.9
March 2001PoorGoodPoorSatisfactory65018.4
November 1998PoorGoodPoorSatisfactory65018.4
October 1997FairGoodFairSatisfactory64020.5
October 1996FairSatisfactoryFairGood63020.5
July 1994FairGoodFairGood60021.2
March 1992PoorSatisfactoryPoorGood60018.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Trusslinear ft.1761432850
Steel Protective Coatingsq. ft.75968712060
Steel Floor Beamlinear ft.102020820
Steel Protective Coatingsq. ft.6215910030
Steel Pin or Pin & Hangar Assemblyeach2416800
Substructure
Masonry Abutmentlinear ft.46030160
Deck
Timber Decksq. ft.1,7201,2462841900
Wearing Surfacessq. ft.1,4579270280250
Bearings
Other Bearingeach40130
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.188188000
Steel Protective Coatingsq. ft.595595000