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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 2014 

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:80.7 tons [73.4 metric tons]
Inventory rating:54.8 tons [49.8 metric tons]
Sufficiency rating:96.6
Recommended work:Other structural work, including hydraulic replacements. [38]

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201496.6Not deficientGoodSatisfactorySatisfactory9000
July 201294.5Not deficientGoodSatisfactorySatisfactory9000
July 201094.5Not deficientGoodSatisfactorySatisfactory9000
July 200894.5Not deficientGoodSatisfactorySatisfactory9000
July 200666.3Structurally deficientGoodSatisfactoryPoor9000
July 200466.3Structurally deficientGoodSatisfactoryPoor9000
July 200266.3Structurally deficientGoodSatisfactoryPoor9000
July 200066.3Structurally deficientGoodSatisfactoryPoor9000
July 199866.3Structurally deficientGoodSatisfactoryPoor9000
July 199667.3Structurally deficientGoodSatisfactoryPoor9000
July 199462.9Structurally deficientGoodSatisfactoryPoor9000
July 199280.8Not deficientGoodSatisfactoryFair9000
July 199080.8Not deficientGoodSatisfactoryFair9000