COREYS ROAD over STONY CREEK

Map

Coordinates:
+44.20175, -74.31716
44°12'06" N, 74°19'02" W

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

Name:	COREYS ROAD over STONY CREEK
Structure number:	000000003336840
Location:	.2MI E AXTON
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	55.8 ft. `[17.0 m]`
Total length:	59.1 ft. `[18.0 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Skew angle:	18°
Owner:	County Highway Agency `[02]`
Year built:	2003
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	39 `[as of 2011]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	82.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$394,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Good	Excellent	Good	39	82.1
July 2015	Good	Good	Excellent	Good	42	82.0
July 2013	Good	Very Good	Excellent	Very Good	42	82.0
June 2011	Good	Very Good	Excellent	Very Good	40	82.1
May 2009	Good	Very Good	Excellent	Excellent	50	82.0
June 2007	Good	Very Good	Excellent	Excellent	50	82.0
May 2005	Good	Very Good	Excellent	Excellent	50	82.0
July 2003	Good	Very Good	Excellent	Excellent	50	82.0
August 2002	Poor	Satisfactory	Fair	Poor	50	19.6
June 2001	Poor	Satisfactory	Fair	Poor	50	19.6
July 2000	Poor	Satisfactory	Fair	Poor	50	19.6
August 1999	Poor	Satisfactory	Fair	Serious	24	21.9
May 1998	Fair	Good	Satisfactory	Fair	24	23.8
September 1997	Poor	Satisfactory	Fair	Serious	24	21.9
November 1996	Poor	Fair	Poor	Serious	24	20.6
July 1995	Poor	Fair	Poor	Serious	24	21.1
June 1994	Poor	Fair	Poor	Serious	24	21.1
June 1993	Poor	Fair	Poor	Serious	24	21.1
May 1992	Poor	Satisfactory	Poor	Serious	50	20.5
April 1991	Poor	Satisfactory	Poor	Serious	50	20.5

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	284	284	0	0	0
Steel Protective Coating	sq. ft.	1,937	1,743	194	0	0
Substructure
Timber Abutment	linear ft.	50	50	0	0	0
Timber Pile	each	22	22	0	0	0
Deck
Timber Deck	sq. ft.	1,053	1,053	0	0	0
Wearing Surfaces	sq. ft.	937	0	937	0	0
Bearings
Elastomeric Bearing	each	10	10	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	116	116	0	0	0
Steel Protective Coating	sq. ft.	233	233	0	0	0