NJ 35 NB over NORTH JERSEY COAST LINE

Map

Coordinates:
+40.46407, -74.26158
40°27'51" N, 74°15'42" W

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

Name:	NJ 35 NB over NORTH JERSEY COAST LINE
Structure number:	1222151
Location:	0.155 MI N OF CHSQUAKE-CK
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	150.9 ft. `[46.0 m]`
Total length:	154.9 ft. `[47.2 m]`
Roadway width between curbs:	29.2 ft. `[8.9 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	56°
Owner:	State Highway Agency `[01]`
Year built:	1924
Year reconstructed:	1989
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:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	16,230 `[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:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Underclearances appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	52.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$6,751,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Good	Satisfactory	Satisfactory	16230	52.5
March 2015	Fair	Good	Satisfactory	Satisfactory	15910	52.5
April 2013	Fair	Good	Satisfactory	Satisfactory	15600	52.6
May 2011	Fair	Good	Satisfactory	Satisfactory	15250	53.7
May 2009	Fair	Good	Satisfactory	Satisfactory	14945	69.8
April 2007	Fair	Good	Satisfactory	Satisfactory	14408	70.9
June 2005	Fair	Good	Satisfactory	Satisfactory	17340	71.5
June 2003	Fair	Good	Satisfactory	Good	16513	69.6
March 2001	Fair	Good	Satisfactory	Good	16513	69.5
December 1998	Fair	Good	Satisfactory	Good	25200	68.4
November 1996	Good	Good	Good	Good	24700	68.5
November 1994	Good	Very Good	Good	Very Good	23000	65.4
September 1992	Good	Very Good	Good	Very Good	23000	65.4
August 1992	Good	Very Good	Very Good	Very Good	23000	68.4

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	1,204	504	600	100	0
Steel Protective Coating	sq. ft.	7,250	6,050	900	300	0
Deck
Reinforced Concrete Deck	sq. ft.	5,188	4,788	300	100	0
Wearing Surfaces	sq. ft.	5,188	4,788	300	100	0
Superstructure
Steel Truss	linear ft.	302	97	175	30	0
Steel Protective Coating	sq. ft.	14,000	12,000	1,600	400	0
Steel Floor Beam	linear ft.	235	105	90	40	0
Steel Protective Coating	sq. ft.	2,350	1,410	900	40	0
Steel Gusset Plate	each	28	22	6	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	208	178	20	10	0
Joints
Compression Joint	linear ft.	135	135	0	0	0
Bearings
Movable Bearing	each	10	0	8	2	0
Fixed Bearing	each	2	0	2	0	0
Other Bearing	each	8	2	6	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	310	310	0	0	0