Comley Road over Wilson's Run Br Byberry


+40.08801, -74.98151
40°05'17" N, 74°58'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:Comley Road over Wilson's Run Br Byberry
Structure number:000000000039252
Old structure number:677301023003240 (from 1992 edition)
Location:W of Waldemire Dr 10C13
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:20.0 ft. [6.1 m]
Total length:22.0 ft. [6.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: August 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,700 [as of 1983]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:56.9 tons [51.7 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Sufficiency rating:95.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$146,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
August 201695.7Good7 out of 10-4700
August 201495.7Good7 out of 10-4700
August 201286.9Good7 out of 10-4700
August 201077.6Good7 out of 10-4700
August 200880.6Good7 out of 10-4700
August 200677.6Good7 out of 10-4700
August 200477.4Good7 out of 10-4700
August 200277.4Good7 out of 10-4700
October 200077.4Good7 out of 10-4700
August 199886.1Good7 out of 10-4700
August 199677.4Good7 out of 10-4700
August 199480.6Fair5 out of 10-4700
August 199280.6Fair5 out of 10-4700
August 199080.6Fair5 out of 10-4700