COUNTY ROAD 47 over KAATERSKILL CREEK

Map

Coordinates:
+42.22038, -73.90050
42°13'13" N, 73°54'02" W

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

Name:	COUNTY ROAD 47 over KAATERSKILL CREEK
Structure number:	000000003302820
Location:	2.5 MI W VILL OF CATSKILL
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	113.9 ft. `[34.7 m]`
Total length:	117.1 ft. `[35.7 m]`
Roadway width between curbs:	21.3 ft. `[6.5 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Owner:	County Highway Agency `[02]`
Year built:	1991
Year reconstructed:	2013
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:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	988 `[as of 2016]`
Truck traffic:	3% of total traffic
Deck condition:	Very Good `[8 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 corrrective action `[3]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	73.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$3,017,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Very Good	Excellent	Good	988	73.6
October 2015	Good	Very Good	Excellent	Good	1838	73.3
December 2013	Good	Excellent	Excellent	Good	1838	73.3
September 2012	Poor	Poor	Serious	Good	1840	8.0
June 2011	Poor	Fair	Poor	Good	1840	13.7
June 2009	Fair	Fair	Satisfactory	Good	850	74.7
June 2007	Fair	Fair	Satisfactory	Good	850	74.7
June 2005	Fair	Fair	Satisfactory	Good	850	75.7
July 2003	Fair	Fair	Satisfactory	Good	850	75.7
June 2001	Fair	Satisfactory	Good	Good	850	76.7
May 1999	Good	Good	Good	Good	850	76.7
June 1997	Good	Good	Excellent	Very Good	850	76.7
September 1995	Fair	Very Good	Satisfactory	Fair	800	64.6
November 1993	Fair	Very Good	Very Good	Fair	800	64.6
November 1991	Fair	Very Good	Very Good	Satisfactory	800	75.7

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.	468	468	0	0	0
Steel Protective Coating	sq. ft.	1,685	1,684	1	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,925	2,925	0	0	0
Wearing Surfaces	sq. ft.	2,480	0	2,430	50	0
Superstructure
Steel Truss	linear ft.	228	228	0	0	0
Steel Protective Coating	sq. ft.	7,570	6,813	757	0	0
Steel Floor Beam	linear ft.	284	284	0	0	0
Steel Protective Coating	sq. ft.	1,703	1,703	0	0	0
Steel Gusset Plate	each	42	42	0	0	0
Steel Protective Coating	sq. ft.	176	159	17	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	118	117	1	0	0
Bearings
Elastomeric Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	8	1	7	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	234	234	0	0	0
Steel Protective Coating	sq. ft.	1,076	1,076	0	0	0