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WHITAKER AVENUE over TACONY CREEK;ACCESS RD.

Map

Coordinates:
+40.02293, -75.11142
40°01'23" N, 75°06'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WHITAKER AVENUE over TACONY CREEK;ACCESS RD.
Structure number:000000000038730
Old structure number:671003004014710 (from 1992 edition)
Location:.6MI.S.ROOSEVELT 3481C07
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:113.9 ft. [34.7 m]
Total length:347.1 ft. [105.8 m]
Roadway width between curbs:68.6 ft. [20.9 m]
Deck width edge-to-edge:87.6 ft. [26.7 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1966
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:21,621 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 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:Superior to present desirable criteria [9]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 condition. [5]
Sufficiency rating:77.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2016FairFairFairFair2162177.6
February 2014FairFairFairFair2211877.3
February 2012FairFairFairFair1068482.3
March 2010FairFairFairFair1071282.3
March 2008FairFairSatisfactoryFair1039182.5
March 2006FairFairSatisfactoryFair2139878.5
April 2004FairFairSatisfactoryFair2604675.3
March 2002FairFairSatisfactoryFair2510976.7
February 2000FairFairSatisfactoryFair2461574.9
January 1998FairFairSatisfactoryFair2279173.4
February 1996FairFairSatisfactoryFair2037672.6
May 1994FairFairSatisfactoryFair2135072.2
May 1992FairSatisfactorySatisfactorySatisfactory2097286.7
May 1991FairSatisfactorySatisfactorySatisfactory1967887.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.4,7882,6701,99510518
Steel Protective Coatingsq. ft.32,25932,259000
Deck
Reinforced Concrete Decksq. ft.30,27528,7611,51400
Wearing Surfacessq. ft.23,59722,4171,18000
Substructure
Reinforced Concrete Pier Walllinear ft.9591400
Reinforced Concrete Abutmentlinear ft.2852513400
Reinforced Concrete Pile Cap/Footinglinear ft.33000
Reinforced Concrete Pier Caplinear ft.180180000
Joints
Assembly without Seal Jointlinear ft.186093093
Bearings
Movable Bearingeach42182400
Steel Protective Coatingsq. ft.32,25932,259000
Fixed Bearingeach1414000
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.692692000