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EBL RICH. TAPP.HWY over PISCATAWAY CREEK

Map

Coordinates:
+37.87718, -76.90372
37°52'38" N, 76°54'13" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EBL RICH. TAPP.HWY over PISCATAWAY CREEK
Structure number:000000000006143
Location:2.3M RTE17-4.5M K&Q CO
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:38.1 ft. [11.6 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:State Highway Agency [01]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
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:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:99.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2017FairSatisfactorySatisfactorySatisfactory433199.6
March 2015FairSatisfactorySatisfactorySatisfactory433199.6
March 2013FairSatisfactorySatisfactorySatisfactory426299.6
March 2011FairSatisfactorySatisfactorySatisfactory426299.6
March 2009FairSatisfactorySatisfactorySatisfactory426299.6
March 2007FairSatisfactoryGoodSatisfactory426999.6
March 2005FairSatisfactoryGoodSatisfactory432699.6
March 2003FairSatisfactoryGoodSatisfactory408299.6
March 2001FairSatisfactoryGoodSatisfactory401998.6
February 1999FairSatisfactoryGoodSatisfactory720196.3
March 1997FairSatisfactoryGoodSatisfactory700096.3
March 1995FairGoodVery GoodSatisfactory1100096.2
March 1993FairGoodGoodSatisfactory603096.5
March 1991FairGoodGoodSatisfactory345096.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.719539301491
Steel Protective Coatingsq. ft.6,0526,052000
Deck
Reinforced Concrete Decksq. ft.4,80604,3114950
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.1026918150
Reinforced Concrete Pier Caplinear ft.89662300
Joints
Compression Jointlinear ft.151000151
Bearings
Elastomeric Bearingeach1801260
Steel Protective Coatingsq. ft.3636000
Fixed Bearingeach1860120
Steel Protective Coatingsq. ft.3636000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.240240000
Reinforced Concrete Bridge Raillinear ft.240232800