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GRANT AVENUE over BYBERRY CREEK

Map 

Coordinates:
+40.06240, -74.99505
40°03'45" N, 74°59'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2014 

Status:Open, no restriction [A]
Average daily traffic:14,965 [as of 2014]
Truck traffic:3% 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]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:50.8 tons [46.2 metric tons]
Sufficiency rating:82.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201482.0Not deficientGoodSatisfactoryFair14965
February 201283.8Not deficientGoodSatisfactoryFair8092
February 201083.8Not deficientGoodSatisfactoryFair8113
February 200880.7Structurally deficientPoorSatisfactoryFair8113
March 200682.0Structurally deficientPoorSatisfactoryFair14364
February 200463.9Structurally deficientPoorSatisfactoryPoor16907
February 200278.5Structurally deficientPoorSatisfactoryFair16170
September 199978.5Structurally deficientPoorSatisfactoryFair16121
September 199781.3Not deficientFairGoodFair13543
October 199579.4Structurally deficientPoorSatisfactoryFair13330
March 199480.8Not deficientFairSatisfactoryFair15954
March 199278.8Structurally deficientPoorSatisfactoryFair15672
March 199079.0Structurally deficientPoorGoodFair14818