Chesterfield Road over Byberry Creek


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


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 2016

Good/Fair/Poor Condition:Fair
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:54.9 tons [49.9 metric tons]
Sufficiency rating:96.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$496,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201696.8FairGoodGoodSatisfactory-900
August 201496.8FairGoodGoodSatisfactory-900
August 201296.8FairGoodGoodSatisfactory-900
August 201096.8FairGoodGoodSatisfactory-900
August 200896.8FairGoodGoodSatisfactory-900
August 200696.8FairGoodGoodSatisfactory-900
August 200496.8FairGoodGoodSatisfactory-900
August 200296.8FairGoodGoodSatisfactory-900
October 200096.8FairGoodGoodSatisfactory-900
August 199896.8FairGoodGoodSatisfactory-900
August 199696.8FairGoodGoodSatisfactory-900
August 199485.8FairFairSatisfactoryFair-900
August 199285.8FairFairSatisfactoryFair-900
August 199085.8FairFairSatisfactoryFair-900