LOCK STREET over LOPATCONG CREEK

Map

Coordinates:
+40.68460, -75.16242
40°41'05" N, 75°09'45" W

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

Name:	LOCK STREET over LOPATCONG CREEK
Structure number:	2101905
Location:	0.8 MI SO LOCK ST-US22JCT
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	82.0 ft. `[25.0 m]`
Total length:	87.9 ft. `[26.8 m]`
Roadway width between curbs:	21.7 ft. `[6.6 m]`
Deck width edge-to-edge:	23.6 ft. `[7.2 m]`
Skew angle:	32°
Owner:	County Highway Agency `[02]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	399 `[as of 2017]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	46.2

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Satisfactory	Fair	Good	399	46.2
April 2015	Fair	Satisfactory	Fair	Good	398	46.2
May 2013	Fair	Satisfactory	Fair	Good	390	46.2
June 2011	Fair	Good	Satisfactory	Good	380	68.9
June 2009	Good	Good	Good	Very Good	368	70.9
June 2007	Good	Good	Good	Very Good	360	70.9
June 2005	Good	Good	Good	Very Good	345	70.9
June 2003	Good	Good	Good	Very Good	315	71.9
June 2001	Good	Good	Good	Very Good	315	71.6
April 1999	Good	Good	Good	Very Good	315	71.6
December 1996	Good	Very Good	Very Good	Very Good	287	70.6
December 1994	Poor	Satisfactory	Poor	Fair	257	26.3
September 1992	Poor	Satisfactory	Poor	Fair	257	26.3
October 1990	Poor	Satisfactory	Poor	Fair	250	26.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Truss	linear ft.	164	164	0	0	0
Steel Protective Coating	sq. ft.	2,689	2,689	0	0	0
Steel Floor Beam	linear ft.	211	177	0	34	0
Steel Protective Coating	sq. ft.	1,465	1,444	0	0	21
Steel Gusset Plate	each	64	64	0	0	0
Steel Protective Coating	sq. ft.	354	354	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	89	89	0	0	0
Joints
Pourable Joint	linear ft.	50	0	50	0	0
Deck
Timber Deck	sq. ft.	2,068	1,540	0	528	0
Wearing Surfaces	sq. ft.	1,918	1,438	0	480	0
Bearings
Elastomeric Bearing	each	12	12	0	0	0
Movable Bearing	each	2	2	0	0	0
Fixed Bearing	each	2	2	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	175	174	1	0	0
Steel Protective Coating	sq. ft.	467	467	0	0	0