CONNECT PA263&NJ29 over DELAWARE RV

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.40209, -74.97996
40°24'08" N, 74°58'48" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CONNECT PA263&NJ29 over DELAWARE RV
Structure number:	097221999100050
Location:	CENTRE BR PA 26C02
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	151.9 ft. `[46.3 m]`
Total length:	825.2 ft. `[251.5 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.7 ft. `[6.6 m]`
Vertical clearance above deck:	16.4 ft. `[5.0 m]`
Owner:	Local Toll Authority `[32]`
Year built:	1926
Year reconstructed:	2007
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 9 / H 10 `[1]`
Number of main spans:	6
Main spans material:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Open Grating `[3]`

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	13,777 `[as of 1997]`
Truck traffic:	6% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	62.7
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2008	Good	Good	Good	Good	13777	62.7
June 1997	Poor	Very Good	Poor	Good	13777	40.1
May 1989	Poor	Poor	Satisfactory	Very Good	4383	61.5