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GRANT AVENUE over BYBERRY CREEK

Map 

Coordinates:
+40.06233, -74.99540
40°03'44" N, 74°59'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRANT AVENUE over BYBERRY CREEK
Structure number:000000000038802
Old structure number:671018007010950 (from 1992 edition)
Location:.25MI.N.FRANKFORD 3483A01
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:35.1 ft. [10.7 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:66.9 ft. [20.4 m]
Deck width edge-to-edge:98.8 ft. [30.1 m]
Skew angle:45°
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:Bituminous [6]

Latest Available Inspection: February 2014 

Status:Open, no restriction [A]
Average daily traffic:14,965 [as of 2014]
Truck traffic:3% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Operating rating:83.8 tons [76.2 metric tons]
Inventory rating:36.9 tons [33.5 metric tons]
Sufficiency rating:82.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201482.0Not deficientSatisfactoryGoodFair14965
February 201283.8Not deficientSatisfactoryGoodFair8092
February 201083.8Not deficientSatisfactoryGoodFair8113
February 200883.8Not deficientSatisfactoryGoodFair8113