DOCK ROAD over CSX, LEASED AMTRA

Map

Coordinates:
+42.00122, -73.93073
42°00'04" N, 73°55'51" W

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

Name:	DOCK ROAD over CSX, LEASED AMTRA
Structure number:	000000002702050
Location:	IN BARRYTOWN
Purpose:	Carries highway over railroad
Route classification:	Local (Rural) `[09]`
Length of largest span:	33.8 ft. `[10.3 m]`
Total length:	35.1 ft. `[10.7 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	21.7 ft. `[6.6 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	Railroad `[27]`
Year built:	1905
Year reconstructed:	1939
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Wood or timber `[7]`
Main span design:	Slab `[01]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Truck traffic:	1% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.8
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$824,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Good	Good	Satisfactory	-	83.8
September 2017	Fair	Good	Good	Satisfactory	-	83.8
November 2016	Fair	Good	Good	Satisfactory	-	83.8
September 2015	Fair	Good	Good	Satisfactory	-	83.8
December 2014	Fair	Good	Good	Satisfactory	71	82.8
November 2013	Fair	Good	Good	Satisfactory	71	82.8
November 2012	Fair	Good	Good	Satisfactory	71	82.8
July 2011	Fair	Good	Good	Satisfactory	71	63.4
November 2010	Fair	Good	Good	Satisfactory	347	48.3
September 2009	Fair	Good	Good	Satisfactory	347	48.3
November 2008	Fair	Good	Good	Satisfactory	71	63.4
August 2007	Fair	Good	Good	Satisfactory	351	48.3
October 2006	Fair	Satisfactory	Good	Satisfactory	71	63.4
September 2005	Fair	Satisfactory	Good	Satisfactory	71	63.4
October 2004	Fair	Satisfactory	Good	Satisfactory	71	63.4
September 2003	Fair	Satisfactory	Good	Satisfactory	71	64.4
November 2002	Fair	Satisfactory	Good	Satisfactory	71	64.4
July 2001	Fair	Satisfactory	Good	Satisfactory	71	68.4
October 2000	Fair	Satisfactory	Good	Satisfactory	71	68.4
November 1999	Poor	Good	Good	Serious	71	37.0
October 1998	Poor	Satisfactory	Serious	Serious	71	37.0
November 1997	Poor	-	Good	Serious	71	37.0
November 1996	Poor	-	Satisfactory	Serious	71	38.0
September 1995	Poor	-	Satisfactory	Serious	200	19.7
September 1994	Poor	-	Satisfactory	Serious	200	19.7
December 1993	Poor	-	Satisfactory	Serious	200	19.7
September 1992	Poor	-	Satisfactory	Serious	200	20.0
September 1991	Poor	-	Satisfactory	Serious	200	22.1

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 Abutment	linear ft.	76	0	0	76	0
Masonry Abutment	linear ft.	89	0	69	20	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	66	0	66	0	0
Steel Protective Coating	sq. ft.	152	0	152	0	0
Timber Bridge Rail	linear ft.	66	0	56	10	0
Deck
Timber Slab	sq. ft.	710	0	710	0	0
Wearing Surfaces	sq. ft.	660	0	530	130	0