BR. 5 FACTORY T603 over EQUINUNK CREEK

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

Map

Coordinates:
+41.82771, -75.24919
41°49'40" N, 75°14'57" W

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

Name:	BR. 5 FACTORY T603 over EQUINUNK CREEK
Structure number:	000000000035824
Old structure number:	637202060301050 `(from 1992 edition)`
Location:	BUCKNHAM TWP 75FT W 4007
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	51.8 ft. `[15.8 m]`
Total length:	51.8 ft. `[15.8 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	15.7 ft. `[4.8 m]`
Owner:	County Highway Agency `[02]`
Year built:	1901
Year reconstructed:	1988
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Open Grating `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	35 `[as of 1997]`
Truck traffic:	5% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Equal to present desirable criteria `[8]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	42.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2012	Poor	Satisfactory	Fair	Poor	35	42.6
June 2011	Poor	Satisfactory	Satisfactory	Poor	35	43.1
June 2009	Fair	Good	Satisfactory	Fair	35	51.2
July 2007	Fair	Good	Satisfactory	Fair	35	51.2
October 2003	Fair	Good	Satisfactory	Fair	35	54.4
November 2001	Fair	Good	Satisfactory	Fair	35	54.4
December 1999	Fair	Good	Satisfactory	Fair	35	54.4
December 1997	Fair	Good	Satisfactory	Fair	35	54.4
December 1995	Fair	Good	Satisfactory	Fair	35	67.9
September 1993	Fair	Good	Satisfactory	Fair	35	67.9
September 1991	Fair	Very Good	Satisfactory	Fair	35	28.9