KREWSTOWN ROAD over PENNYPACK CREEK

Map 

Facts 

Name:	KREWSTOWN ROAD over PENNYPACK CREEK
Structure number:	677301011001680
Location:	KREWSTOWN ROAD 19B03
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) [16]
Length of largest span:	34.1 ft. [10.4 m]
Total length:	90.9 ft. [27.7 m]
Roadway width between curbs:	21.0 ft. [6.4 m]
Deck width edge-to-edge:	35.1 ft. [10.7 m]
Owner:	City or Municipal Highway Agency [04]
Year built:	1907
Year reconstructed:	1964
Historic significance:	Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:	2
Main spans material:	Masonry [8]
Main spans design:	Arch - Deck [11]
Deck type:	Not applicable [N]
Wearing surface:	Bituminous [6]

2010 Inspection 

Status:	Posted for load [P]
Average daily traffic:	10,000 [as of 1981]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Poor [4 out of 9]
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:	29.9 tons [27.2 metric tons]
Inventory rating:	19.9 tons [18.1 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	25.2
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,000

2000 Inspection 

Status:	Posted for load [P]
Average daily traffic:	10,000 [as of 1981]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
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:	Scour calculation/evaluation has not been made. [6]
Operating rating:	29.7 tons [27.0 metric tons]
Inventory rating:	19.8 tons [18.0 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	21.8
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,355,000

1992 Inspection 

Status:	Posted for load [P]
Average daily traffic:	10,000 [as of 1981]
Superstructure condition:	Poor [4 out of 9]
Substructure condition:	Fair [5 out of 9]
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]
Operating rating:	19.8 tons [18.0 metric tons]
Inventory rating:	24.8 tons [22.5 metric tons]
Evaluation:	Structurally deficient [1]
Sufficiency rating:	39.1
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:	$1,377,000

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