STICKNEY BR ROAD over E B AUSABLE RIVER

Map

Coordinates:
+44.41295, -73.68094
44°24'47" N, 73°40'51" W

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

Name:	STICKNEY BR ROAD over E B AUSABLE RIVER
Structure number:	000000003302070
Location:	2 MI S OF AU SABLE FORKS
Purpose:	Carries highway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	114.8 ft. `[35.0 m]`
Total length:	117.1 ft. `[35.7 m]`
Roadway width between curbs:	15.7 ft. `[4.8 m]`
Deck width edge-to-edge:	17.1 ft. `[5.2 m]`
Owner:	County Highway Agency `[02]`
Year built:	1928
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:	Corrugated Steel `[6]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	318 `[as of 2014]`
Truck traffic:	8% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	71.1
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$2,517,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Fair	Excellent	Very Good	Fair	318	71.1
May 2016	Fair	Excellent	Very Good	Fair	319	66.2
June 2014	Fair	Excellent	Very Good	Fair	164	64.3
June 2013	Poor	Fair	Poor	Fair	164	25.8
August 2011	Fair	Fair	Satisfactory	Fair	160	68.2
September 2009	Fair	Fair	Good	Fair	494	68.0
July 2007	Fair	Fair	Good	Fair	532	68.0
June 2005	Fair	Fair	Good	Fair	516	68.0
August 2003	Fair	Fair	Good	Fair	516	68.0
October 2001	Poor	Poor	Good	Fair	516	67.0
September 1999	Fair	Fair	Good	Satisfactory	50	84.2
September 1997	Poor	Poor	Satisfactory	Poor	50	55.2
September 1995	Poor	Very Good	Very Good	Poor	50	52.8
September 1994	Poor	Serious	Serious	Poor	50	25.6
August 1993	Poor	Serious	Serious	Poor	50	31.0
July 1992	Poor	Serious	Serious	Poor	50	31.0
August 1991	Poor	Serious	-	Poor	50	27.8

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.	570	570	0	0	0
Steel Protective Coating	sq. ft.	2,059	2,059	0	0	0
Steel Truss	linear ft.	230	230	0	0	0
Steel Protective Coating	sq. ft.	4,582	4,582	0	0	0
Steel Floor Beam	linear ft.	160	160	0	0	0
Steel Protective Coating	sq. ft.	977	977	0	0	0
Steel Gusset Plate	each	48	48	0	0	0
Steel Protective Coating	sq. ft.	384	384	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	141	0	74	67	0
Reinforced Concrete Pile Cap/Footing	linear ft.	56	0	17	39	0
Deck
Corrugated or Orthotropic Deck	sq. ft.	1,843	1,843	0	0	0
Wearing Surfaces	sq. ft.	1,832	0	1,832	0	0
Joints
Compression Joint	linear ft.	32	0	32	0	0
Bearings
Movable Bearing	each	7	0	7	0	0
Steel Protective Coating	sq. ft.	14	0	14	0	0
Fixed Bearing	each	7	0	7	0	0
Steel Protective Coating	sq. ft.	14	0	14	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	230	230	0	0	0
Steel Protective Coating	sq. ft.	460	0	460	0	0