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HARTFORD ROAD over SHARPS RUN

Burlington County, New Jersey

Map

Coordinates:
+39.90819, -74.84731
39°54'29" N, 74°50'50" W

View more info at Bridgehunter.com

Facts

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

Name:	HARTFORD ROAD over SHARPS RUN
Structure number:	03C5780
Location:	0.8 MI S. OF CR 616
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	17.1 ft. `[5.2 m]`
Total length:	39.0 ft. `[11.9 m]`
Roadway width between curbs:	28.5 ft. `[8.7 m]`
Deck width edge-to-edge:	30.8 ft. `[9.4 m]`
Owner:	County Highway Agency `[02]`
Year built:	1940
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	2
Main spans material:	Wood or timber `[7]`
Main spans design:	Slab `[01]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	15,667 `[as of 2017]`
Truck traffic:	4% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 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 replacement `[2]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	75.3
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$123,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Excellent	Excellent	Good	15667	75.3
October 2015	Poor	Poor	Poor	Critical	15358	4.0
October 2013	Poor	Poor	Poor	Poor	15057	21.8
November 2011	Fair	Very Good	Fair	Satisfactory	14470	47.3
December 2009	Fair	Very Good	Fair	Satisfactory	14970	47.0
December 2007	Fair	Fair	Fair	Satisfactory	14180	46.3
October 2005	Fair	Satisfactory	Fair	Satisfactory	13900	47.6
September 2003	Fair	Satisfactory	Fair	Satisfactory	13400	47.9
June 2001	Fair	Satisfactory	Fair	Satisfactory	13150	47.7
May 1999	Fair	Fair	Fair	Satisfactory	12888	46.6
February 1997	Fair	Fair	Fair	Satisfactory	12888	46.6
February 1995	Fair	Fair	Fair	Satisfactory	11507	47.0
February 1993	Fair	Satisfactory	Satisfactory	Satisfactory	11507	76.6
December 1990	Fair	Satisfactory	Fair	Fair	11507	53.9

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
Timber Abutment	linear ft.	80	16	40	24	0
Timber Pile	each	44	38	3	3	0
Timber Pier Cap	linear ft.	105	105	0	0	0
Bridge Rail
Timber Bridge Rail	linear ft.	72	72	0	0	0
Deck
Timber Slab	sq. ft.	1,197	1,197	0	0	0
Wearing Surfaces	sq. ft.	1,119	1,119	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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