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COUNTY ROAD 125 over HOLMES LAKE OUTLT

Fulton County, New York

Map

Coordinates:
+43.18101, -74.35933
43°10'52" N, 74°21'34" W

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Facts

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

Name:	COUNTY ROAD 125 over HOLMES LAKE OUTLT
Structure number:	000000003306980
Location:	5 MILES NORTH OF BLEECKER
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	26.9 ft. `[8.2 m]`
Total length:	29.9 ft. `[9.1 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	32.8 ft. `[10.0 m]`
Owner:	County Highway Agency `[02]`
Year built:	1937
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Steel `[3]`
Main span design:	Culvert `[19]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	176 `[as of 2013]`
Truck traffic:	6% of total traffic
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	92.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$433,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
October 2017	Fair	6 out of 10	176	92.4
October 2015	Fair	6 out of 10	184	94.9
October 2013	Fair	6 out of 10	184	94.8
October 2011	Fair	6 out of 10	171	96.6
October 2009	Fair	N out of 10	171	96.6
October 2007	Good	N out of 10	171	97.6
September 2005	Fair	N out of 10	171	97.6
October 2003	Fair	N out of 10	171	97.6
October 2001	Fair	N out of 10	171	96.6
August 1999	Fair	N out of 10	171	97.6
July 1997	Fair	5 out of 10	171	86.6
July 1995	Fair	5 out of 10	171	85.6
July 1993	Fair	5 out of 10	250	85.4
July 1991	Fair	5 out of 10	250	82.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Arch	linear ft.	30	0	15	15	0
Steel Protective Coating	sq. ft.	974	0	924	0	50
Substructure
Reinforced Concrete Abutment	linear ft.	66	0	65	1	0
Reinforced Concrete Pile Cap/Footing	linear ft.	43	0	0	43	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	60	0	58	2	0
Steel Protective Coating	sq. ft.	160	0	160	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
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