SHELDRAKE ROAD over E BR AUSABLE RVR

Map

Coordinates:
+44.43805, -73.67874
44°26'17" N, 73°40'43" W

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

Name:	SHELDRAKE ROAD over E BR AUSABLE RVR
Structure number:	000000003302080
Location:	IN AUSABLE FORKS
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	149.9 ft. `[45.7 m]`
Total length:	151.9 ft. `[46.3 m]`
Roadway width between curbs:	16.1 ft. `[4.9 m]`
Deck width edge-to-edge:	20.7 ft. `[6.3 m]`
Owner:	County Highway Agency `[02]`
Year built:	1913
Year reconstructed:	1991
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Closed Grating `[4]`
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:	163 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 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 replacement `[2]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	62.5
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$3,846,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
May 2017	Fair	Good	Good	Fair	163	62.5
May 2015	Fair	Good	Good	Fair	1017	62.3
May 2013	Fair	Good	Good	Fair	1017	61.3
May 2011	Fair	Excellent	Excellent	Fair	170	62.5
May 2009	Fair	Excellent	Excellent	Fair	1500	62.2
September 2007	Fair	Excellent	Excellent	Satisfactory	1500	73.2
September 2006	Poor	Poor	Poor	Satisfactory	1500	50.0
November 2005	Poor	Poor	Poor	Satisfactory	1500	50.0
September 2003	Fair	Fair	Satisfactory	Fair	1500	61.2
September 2001	Fair	Satisfactory	Good	Satisfactory	1500	74.2
June 1999	Fair	Satisfactory	Good	Satisfactory	1500	72.2
July 1997	Fair	Very Good	Good	Satisfactory	1500	72.9
September 1995	Fair	Very Good	Satisfactory	Fair	1500	40.9
August 1993	Fair	Very Good	Very Good	Fair	1500	40.9
September 1991	Fair	Very Good	Very Good	Fair	1500	40.9

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.	600	600	0	0	0
Steel Protective Coating	sq. ft.	2,742	2,742	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	3,052	0	3,052	0	0
Superstructure
Steel Truss	linear ft.	300	260	40	0	0
Steel Protective Coating	sq. ft.	4,781	0	0	3,586	1,195
Steel Floor Beam	linear ft.	166	166	0	0	0
Steel Protective Coating	sq. ft.	948	948	0	0	0
Steel Gusset Plate	each	50	43	7	0	0
Steel Protective Coating	sq. ft.	571	481	30	60	0
Substructure
Reinforced Concrete Abutment	linear ft.	90	0	63	27	0
Joints
Compression Joint	linear ft.	40	0	40	0	0
Bearings
Movable Bearing	each	6	0	4	2	0
Steel Protective Coating	sq. ft.	24	16	8	0	0
Fixed Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	24	16	8	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	299	295	4	0	0
Steel Protective Coating	sq. ft.	879	0	879	0	0