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TOWNSEND AVENUE over CAYADUTTA CREEK

Fulton County, New York

Map

Coordinates:
+43.02074, -74.36562
43°01'15" N, 74°21'56" W

View more info at Bridgehunter.com

Facts

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

Name:	TOWNSEND AVENUE over CAYADUTTA CREEK
Structure number:	000000002204370
Location:	AT CITY OF JOHNSTOWN
Purpose:	Carries highway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	33.8 ft. `[10.3 m]`
Total length:	38.1 ft. `[11.6 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	34.5 ft. `[10.5 m]`
Skew angle:	21°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1928
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	5,415 `[as of 2015]`
Truck traffic:	4% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Channel protection:	Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. `[4]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	69.6
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$467,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Fair	Satisfactory	Fair	5415	69.6
September 2015	Fair	Fair	Satisfactory	Fair	5535	69.6
September 2013	Fair	Fair	Satisfactory	Fair	5325	64.6
September 2011	Fair	Fair	Satisfactory	Fair	5300	64.6
October 2009	Fair	Fair	Satisfactory	Satisfactory	5325	75.7
October 2007	Fair	Fair	Satisfactory	Satisfactory	5301	75.7
September 2005	Fair	Fair	Satisfactory	Satisfactory	5301	75.7
September 2003	Fair	Fair	Satisfactory	Satisfactory	5301	72.8
November 2001	Fair	Fair	Satisfactory	Satisfactory	5301	73.8
September 1999	Fair	Fair	Satisfactory	Satisfactory	5301	72.8
August 1997	Fair	Fair	Satisfactory	Satisfactory	4607	78.7
July 1995	Poor	Poor	Fair	Fair	4607	68.5
September 1993	Fair	Fair	Fair	Fair	3000	70.7
October 1991	Fair	Fair	Fair	Fair	3000	80.7

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 Girder/Beam	linear ft.	456	0	420	36	0
Steel Protective Coating	sq. ft.	389	0	0	0	389
Deck
Reinforced Concrete Deck	sq. ft.	1,315	0	1,315	0	0
Wearing Surfaces	sq. ft.	1,156	0	1,156	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	76	0	76	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	38	0	38	0	0
Bearings
Movable Bearing	each	12	0	6	6	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Fixed Bearing	each	12	0	7	5	0
Steel Protective Coating	sq. ft.	12	0	0	0	12
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	76	76	0	0	0
Steel Protective Coating	sq. ft.	102	102	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	76	0	65	6	5

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