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PAT-HAM TPK(CR511A over PEQUANNOCK RIVER

Passaic County, New Jersey

Map

Coordinates:
+40.99886, -74.29825
40°59'56" N, 74°17'54" W

View more info at Bridgehunter.com

Facts

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

Name:	PAT-HAM TPK(CR511A over PEQUANNOCK RIVER
Structure number:	1600028
Location:	0.83 MI South OF RT 287
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	47.9 ft. `[14.6 m]`
Total length:	98.1 ft. `[29.9 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	64.3 ft. `[19.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1939
Year reconstructed:	1999
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	2
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	38,010 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	74.6

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Satisfactory	Fair	38010	74.6
June 2015	Fair	Good	Satisfactory	Fair	37260	74.8
July 2013	Fair	Good	Satisfactory	Satisfactory	36525	87.3
July 2011	Fair	Good	Satisfactory	Satisfactory	35805	87.5
July 2009	Fair	Good	Satisfactory	Satisfactory	35100	87.7
June 2007	Fair	Good	Satisfactory	Satisfactory	34480	88.8
October 2005	Fair	Good	Satisfactory	Satisfactory	33800	89.0
October 2003	Fair	Good	Satisfactory	Satisfactory	32540	89.3
December 2001	Fair	Good	Satisfactory	Satisfactory	32540	89.3
March 2000	Fair	Very Good	Satisfactory	Satisfactory	31900	89.4
May 1999	Poor	Poor	Satisfactory	Satisfactory	29800	85.7
January 1997	Poor	Poor	Satisfactory	Satisfactory	29800	85.7
October 1994	Poor	Poor	Satisfactory	Satisfactory	29800	86.0
September 1992	Poor	Poor	Satisfactory	Satisfactory	29800	70.5
June 1990	Poor	Poor	Satisfactory	Satisfactory	28380	70.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	1,274	804	470	0	0
Deck
Reinforced Concrete Deck	sq. ft.	6,292	6,292	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	42	40	2	0	0
Reinforced Concrete Abutment	linear ft.	232	0	222	10	0
Reinforced Concrete Pier Cap	linear ft.	60	1	19	40	0
Joints
Pourable Joint	linear ft.	128	127	1	0	0
Bearings
Enclosed/Concealed Bearing	each	52	44	8	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	196	196	0	0	0
Steel Protective Coating	sq. ft.	2,300	2,300	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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