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PA 696; SHIPP. RD. over CONODOGUINET CREEK

Map

Coordinates:
+40.12066, -77.54473
40°07'14" N, 77°32'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA 696; SHIPP. RD. over CONODOGUINET CREEK
Structure number:000000000013788
Old structure number:210696015000000 (from 1992 edition)
Location:HOPEWELL TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:46.9 ft. [14.3 m]
Total length:97.1 ft. [29.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.9 ft. [8.2 m]
Owner:State Highway Agency [01]
Year built:1933
Year reconstructed:1977
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Open Grating [3]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,398 [as of 2018]
Truck traffic:9% 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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:66.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,158,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairSatisfactorySatisfactoryFair339866.6
January 2016FairSatisfactorySatisfactoryFair329966.7
January 2014FairGoodSatisfactoryFair340866.6
January 2012FairSatisfactorySatisfactoryFair331266.8
March 2010FairGoodSatisfactoryFair326966.8
March 2008FairGoodFairFair336166.7
March 2006FairGoodFairFair315066.7
March 2004FairGoodFairFair298366.9
March 2002FairGoodFairFair291967.0
March 2000FairSatisfactoryFairFair289067.0
March 1998PoorGoodSatisfactorySerious244730.9
January 1996PoorGoodSatisfactoryPoor209851.0
January 1994FairGoodSatisfactoryFair200968.1
March 1992FairGoodSatisfactoryFair200968.1
March 1990FairGoodSatisfactorySatisfactory193481.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.680068000
Steel Protective Coatingsq. ft.21,50621,506000
Substructure
Masonry Pier Walllinear ft.3131000
Masonry Abutmentlinear ft.462311120
Deck
Open Grid Decksq. ft.2,32802,32800
Steel Protective Coatingsq. ft.21,50621,506000
Bearings
Movable Bearingeach1414000
Steel Protective Coatingsq. ft.21,50621,506000
Enclosed/Concealed Bearingeach1414000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.194194000
Steel Protective Coatingsq. ft.21,50621,506000