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WBL RICH/TAPP HWY over PISCATAWAY CREEK

Map

Coordinates:
+37.87727, -76.90386
37°52'38" N, 76°54'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WBL RICH/TAPP HWY over PISCATAWAY CREEK
Structure number:000000000006144
Location:2.4M RT17-4.5M K & Q CO.
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:39.0 ft. [11.9 m]
Total length:115.2 ft. [35.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,331 [as of 2014]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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 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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:78.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$400,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory433178.5
March 2015FairSatisfactorySatisfactorySatisfactory433178.5
March 2013FairSatisfactorySatisfactorySatisfactory426278.5
March 2011FairSatisfactorySatisfactorySatisfactory426278.5
March 2009FairSatisfactorySatisfactorySatisfactory426278.5
March 2007FairSatisfactorySatisfactorySatisfactory426978.5
March 2005FairSatisfactorySatisfactorySatisfactory432678.5
March 2003FairSatisfactorySatisfactorySatisfactory408278.5
March 2001FairSatisfactorySatisfactoryFair401969.4
February 1999FairSatisfactorySatisfactoryFair720167.0
March 1997FairSatisfactoryGoodFair700067.0
March 1995FairSatisfactoryGoodFair1100066.7
March 1993FairSatisfactoryGoodSatisfactory603074.3
March 1991FairSatisfactoryGoodSatisfactory345074.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.4564282440
Deck
Reinforced Concrete Decksq. ft.3,21103,164470
Substructure
Reinforced Concrete Columneach40400
Reinforced Concrete Abutmentlinear ft.7600760
Reinforced Concrete Pier Caplinear ft.56361820
Joints
Compression Jointlinear ft.105100050
Bearings
Movable Bearingeach1200120
Steel Protective Coatingsq. ft.2400024
Fixed Bearingeach1200120
Steel Protective Coatingsq. ft.2400024
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.230022820