HANOVER ST(CR 616) over N. BRANCH RANCOCAS CREEK

Map

Coordinates:
+39.96995, -74.68416
39°58'12" N, 74°41'03" W

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

Name:	HANOVER ST(CR 616) over N. BRANCH RANCOCAS CREEK
Structure number:	03E4550
Location:	0.5 MI N OF CR530&616 JCT
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	100.1 ft. `[30.5 m]`
Total length:	104.0 ft. `[31.7 m]`
Roadway width between curbs:	29.9 ft. `[9.1 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1932
Year reconstructed:	1977
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:	12,538 `[as of 2017]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	6.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$3,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2017	Poor	Fair	Serious	Satisfactory	12538	6.0
November 2015	Poor	Satisfactory	Serious	Satisfactory	15934	7.0
December 2013	Poor	Satisfactory	Serious	Satisfactory	15776	7.0
January 2012	Poor	Satisfactory	Serious	Satisfactory	15466	7.0
January 2010	Poor	Satisfactory	Serious	Satisfactory	15209	7.0
November 2007	Poor	Satisfactory	Serious	Satisfactory	14770	7.0
December 2005	Poor	Satisfactory	Serious	Satisfactory	7800	7.0
September 2005	Poor	Satisfactory	Serious	Satisfactory	7650	7.0
September 2003	Poor	Satisfactory	Serious	Satisfactory	7650	7.0
August 2003	Poor	Satisfactory	Poor	Satisfactory	7500	18.0
June 2001	Poor	Satisfactory	Poor	Satisfactory	13800	17.8
April 1999	Poor	Satisfactory	Poor	Satisfactory	13300	17.8
April 1997	Poor	Satisfactory	Poor	Satisfactory	12327	21.2
May 1995	Poor	Satisfactory	Poor	Satisfactory	11968	8.5
May 1993	Poor	Satisfactory	Poor	Satisfactory	11968	8.5
February 1991	Poor	Satisfactory	Poor	Satisfactory	23630	8.5

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.	870	806	0	45	19
Steel Protective Coating	sq. ft.	4,500	0	3,200	1,300	0
Steel Truss	linear ft.	204	0	184	20	0
Steel Protective Coating	sq. ft.	1,500	0	750	750	0
Steel Floor Beam	linear ft.	210	0	95	90	25
Steel Protective Coating	sq. ft.	1,250	0	250	1,000	0
Steel Gusset Plate	each	36	0	34	2	0
Steel Protective Coating	sq. ft.	650	0	450	175	25
Substructure
Reinforced Concrete Abutment	linear ft.	128	87	36	5	0
Deck
Open Grid Deck	sq. ft.	3,255	3,250	5	0	0
Steel Protective Coating	sq. ft.	5,600	0	5,600	0	0
Joints
Assembly with Seal	each	62	0	50	12	0
Bearings
Movable Bearing	each	2	0	2	0	0
Fixed Bearing	each	2	0	2	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	208	208	0	0	0
Steel Protective Coating	sq. ft.	100	100	0	0	0