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DECATUR ROAD over WALTON'S RUN,BR.PENNYPAC

Map 

Coordinates:
+40.09029, -74.99460
40°05'25" N, 74°59'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:DECATUR ROAD over WALTON'S RUN,BR.PENNYPAC
Structure number:000000000039160
Old structure number:677301006000960 (from 1992 edition)
Location:S.COMLY ROAD 10A13
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:66.3 ft. [20.2 m]
Deck width edge-to-edge:78.7 ft. [24.0 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1961
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: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,000 [as of 1982]
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:80.9 tons [73.5 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:96.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$359,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201696.6FairGoodSatisfactorySatisfactory-9000
July 201496.6FairGoodSatisfactorySatisfactory-9000
July 201294.5FairGoodSatisfactorySatisfactory-9000
July 201094.5FairGoodSatisfactorySatisfactory-9000
July 200894.5FairGoodSatisfactorySatisfactory-9000
July 200666.3PoorGoodSatisfactoryPoorSD9000
July 200466.3PoorGoodSatisfactoryPoorSD9000
July 200266.3PoorGoodSatisfactoryPoorSD9000
July 200066.3PoorGoodSatisfactoryPoorSD9000
July 199866.3PoorGoodSatisfactoryPoorSD9000
July 199667.3PoorGoodSatisfactoryPoorSD9000
July 199462.9PoorGoodSatisfactoryPoorSD9000
July 199280.8FairGoodSatisfactoryFair-9000
July 199080.8FairGoodSatisfactoryFair-9000