Share:

GRANT AVENUE over BYBERRY CREEK

Map

Coordinates:
+40.06413, -74.99838
40°03'51" N, 74°59'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GRANT AVENUE over BYBERRY CREEK
Structure number:000000000038801
Old structure number:671018007000000 (from 1992 edition)
Location:.5MI.N.FRANKFORD 3373A10
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:30.8 ft. [9.4 m]
Roadway width between curbs:66.6 ft. [20.3 m]
Deck width edge-to-edge:99.1 ft. [30.2 m]
Skew angle:28°
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,091 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Good [7 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:81.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$741,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairGoodSatisfactoryFair1509181.9
February 2014FairGoodSatisfactoryFair1496582.0
February 2012FairGoodSatisfactoryFair809283.8
February 2010FairGoodSatisfactoryFair811383.8
February 2008PoorPoorSatisfactoryFair811380.7
March 2006PoorPoorSatisfactoryFair1436482.0
February 2004PoorPoorSatisfactoryPoor1690763.9
February 2002PoorPoorSatisfactoryFair1617078.5
September 1999PoorPoorSatisfactoryFair1612178.5
September 1997FairFairGoodFair1354381.3
October 1995PoorPoorSatisfactoryFair1333079.4
March 1994FairFairSatisfactoryFair1595480.8
March 1992PoorPoorSatisfactoryFair1567278.8
March 1990PoorPoorGoodFair1481879.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.481481000
Deck
Reinforced Concrete Decksq. ft.3,1143,114000
Wearing Surfacessq. ft.2,30802,30800
Substructure
Reinforced Concrete Abutmentlinear ft.23719730100
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Bearings
Elastomeric Bearingeach3232000
Bridge Rail
Other Material Bridge Raillinear ft.6363000