NJ 88 over PT. PLEASANT CANAL

Map

Coordinates:
+40.08319, -74.06718
40°04'59" N, 74°04'02" W

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

Name:	NJ 88 over PT. PLEASANT CANAL
Structure number:	1515151
Location:	0.19 MI W OF C.R. 633
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	181.1 ft. `[55.2 m]`
Total length:	337.0 ft. `[102.7 m]`
Roadway width between curbs:	49.9 ft. `[15.2 m]`
Deck width edge-to-edge:	64.0 ft. `[19.5 m]`
Vertical clearance below bridge:	62.3 ft. `[19.0 m]`
Skew angle:	10°
Owner:	State Highway Agency `[01]`
Year built:	1986
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Movable - Lift `[15]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	12,900 `[as of 2018]`
Truck traffic:	4% 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:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	72.7

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2018	Good	Good	Good	Good	12900	72.7
May 2016	Good	Good	Good	Good	12650	72.7
June 2014	Good	Good	Good	Good	12400	71.8
July 2012	Good	Good	Good	Good	12200	70.8
July 2010	Good	Good	Good	Good	15730	70.2
June 2008	Good	Good	Good	Good	15120	70.3
March 2006	Good	Good	Good	Good	15400	70.2
April 2004	Good	Good	Good	Good	25300	70.4
February 2002	Good	Good	Good	Good	25300	70.4
February 2000	Good	Good	Good	Good	23750	70.7
January 2000	Good	Good	Good	Good	25300	70.4
October 1997	Good	Good	Good	Good	22600	68.9
September 1995	Good	Good	Good	Good	21400	72.0
July 1993	Good	Good	Good	Good	21400	72.0
April 1991	Good	Good	Good	Good	21400	72.0

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.	3,335	3,335	0	0	0
Steel Protective Coating	sq. ft.	42,850	42,850	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	21,568	21,565	3	0	0
Superstructure
Steel Floor Beam	linear ft.	136	116	20	0	0
Steel Protective Coating	sq. ft.	2,720	2,660	30	30	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	128	118	10	0	0
Reinforced Concrete Abutment	linear ft.	128	123	5	0	0
Joints
Compression Joint	linear ft.	256	256	0	0	0
Open Joint	linear ft.	64	64	0	0	0
Assembly without Seal Joint	linear ft.	64	64	0	0	0
Bearings
Movable Bearing	each	32	32	0	0	0
Fixed Bearing	each	32	31	0	1	0
Other Bearing	each	6	4	2	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	652	652	0	0	0