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Chesterfield Road over Byberry Creek

Map 

Coordinates:
+40.07219, -74.99284
40°04'20" N, 74°59'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:Chesterfield Road over Byberry Creek
Structure number:000000000039253
Old structure number:677301024000980 (from 1992 edition)
Location:N of Wessex Lane 20B03
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:43.0 ft. [13.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Skew angle:19°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:900 [as of 1984]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:89.8 tons [81.6 metric tons]
Inventory rating:54.8 tons [49.8 metric tons]
Sufficiency rating:96.8
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201496.8Not deficientGoodGoodSatisfactory900
August 201296.8Not deficientGoodGoodSatisfactory900
August 201096.8Not deficientGoodGoodSatisfactory900
August 200896.8Not deficientGoodGoodSatisfactory900
August 200696.8Not deficientGoodGoodSatisfactory900
August 200496.8Not deficientGoodGoodSatisfactory900
August 200296.8Not deficientGoodGoodSatisfactory900
October 200096.8Not deficientGoodGoodSatisfactory900
August 199896.8Not deficientGoodGoodSatisfactory900
August 199696.8Not deficientGoodGoodSatisfactory900
August 199485.8Not deficientFairSatisfactoryFair900
August 199285.8Not deficientFairSatisfactoryFair900
August 199085.8Not deficientFairSatisfactoryFair900