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CR 684 over N. Br. of Rancocas Creek

Burlington County, New Jersey

Map

Coordinates:
+39.98452, -74.74899
39°59'04" N, 74°44'56" W

View more info at Bridgehunter.com

Facts

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

Name:	CR 684 over N. Br. of Rancocas Creek
Structure number:	03E4440
Location:	0.71mi N NJ38 & CR684 JCT
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	18.0 ft. `[5.5 m]`
Total length:	125.0 ft. `[38.1 m]`
Roadway width between curbs:	24.3 ft. `[7.4 m]`
Deck width edge-to-edge:	27.2 ft. `[8.3 m]`
Skew angle:	10°
Owner:	County Highway Agency `[02]`
Year built:	1914
Year reconstructed:	1951
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Number of main spans:	7
Main spans material:	Concrete continuous `[2]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	3,876 `[as of 2015]`
Truck traffic:	3% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Poor `[4 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 replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	19.6
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$4,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2015	Poor	Poor	Poor	Poor	3876	19.6
November 2013	Poor	Poor	Poor	Poor	3838	19.6
December 2011	Poor	Poor	Poor	Poor	3725	19.8
January 2010	Poor	Poor	Poor	Poor	3652	19.9
November 2007	Poor	Poor	Poor	Poor	3546	20.0
September 2005	Poor	Poor	Poor	Poor	3468	20.1
August 2003	Poor	Poor	Poor	Poor	3400	20.2
June 2001	Poor	Poor	Poor	Poor	3400	19.9
June 1999	Poor	Poor	Poor	Poor	3300	20.0
June 1997	Poor	Fair	Poor	Poor	3170	22.9
March 1995	Fair	Fair	Fair	Fair	3017	39.8
March 1993	Fair	Fair	Fair	Fair	3017	39.8
April 1991	Fair	Fair	Fair	Fair	2850	39.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Column	each	30	0	17	13	0
Masonry Abutment	linear ft.	55	30	25	0	0
Reinforced Concrete Pier Cap	linear ft.	163	15	88	50	10
Joints
Pourable Joint	linear ft.	55	5	25	25	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	250	170	80	0	0
Steel Protective Coating	sq. ft.	500	335	165	0	0
Deck
Reinforced Concrete Slab	sq. ft.	3,400	1,502	1,484	197	217
Wearing Surfaces	sq. ft.	3,025	2,739	160	126	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1364469