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HOLLOW ROAD over FRENCH CR 3251A7

Map

Coordinates:
+40.14773, -75.62058
40°08'52" N, 75°37'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLLOW ROAD over FRENCH CR 3251A7
Structure number:000000000010358
Old structure number:151033003003440 (from 1992 edition)
Location:EAST;WEST VINCENT 13J02
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:49.9 ft. [15.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:12.1 ft. [3.7 m]
Deck width edge-to-edge:15.4 ft. [4.7 m]
Vertical clearance above deck:9.5 ft. [2.9 m]
Owner:State Highway Agency [01]
Year built:1850
Year reconstructed:1996
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,007 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:61.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$116,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairVery GoodSatisfactoryFair100761.3
July 2015FairFairSatisfactoryFair100660.3
July 2013FairFairSatisfactoryFair101460.3
July 2011FairSatisfactoryGoodFair97161.3
July 2009FairSatisfactoryGoodFair95461.4
July 2007FairSatisfactoryGoodSatisfactory100072.4
May 2005FairSatisfactoryGoodSatisfactory97172.3
March 2003FairGoodGoodSatisfactory95472.3
March 2001FairGoodGoodSatisfactory42872.5
April 1999FairSatisfactorySatisfactorySatisfactory42171.5
March 1997FairVery GoodSatisfactorySatisfactory40675.7
March 1995FairSatisfactoryFairGood39763.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.400400000
Steel Protective Coatingsq. ft.21,50621,506000
Timber Trusslinear ft.200020000
Substructure
Reinforced Concrete Pier Walllinear ft.1717000
Masonry Abutmentlinear ft.8282000
Joints
Assembly without Seal Jointlinear ft.28140014
Deck
Timber Decksq. ft.1,40001,40000
Bearings
Elastomeric Bearingeach88000