COUNTY ROAD 16 over ANGELICA CREEK

Map

Coordinates:
+42.31173, -78.03114
42°18'42" N, 78°01'52" W

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

Name:	COUNTY ROAD 16 over ANGELICA CREEK
Structure number:	000000003047810
Location:	.8 MILE WEST OF ANGELICA
Purpose:	Carries highway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	156.8 ft. `[47.8 m]`
Total length:	274.0 ft. `[83.5 m]`
Roadway width between curbs:	30.5 ft. `[9.3 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	2003
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
Number of main spans:	3
Main spans material:	Wood or timber `[7]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Wood or Timber `[8]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	860 `[as of 2017]`
Truck traffic:	10% of total traffic
Deck condition:	Excellent `[9 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:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	96.2
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$6,880,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Good	Excellent	Excellent	Good	860	96.2
July 2015	Good	Excellent	Excellent	Good	773	96.2
July 2013	Good	Excellent	Excellent	Good	809	94.9
July 2011	Good	Excellent	Excellent	Good	840	94.9
July 2009	Good	Excellent	Excellent	Good	844	94.9
August 2007	Good	Excellent	Excellent	Good	891	94.9
September 2005	Good	Excellent	Excellent	Good	891	54.0
July 2003	Good	Excellent	Excellent	Excellent	891	54.0
March 2003	Poor	Poor	Fair	Fair	891	27.2
August 2001	Poor	Poor	Fair	Fair	891	27.2
October 2000	Poor	Poor	Fair	Fair	891	27.2
September 1999	Poor	Poor	Serious	Serious	891	16.3
September 1998	Poor	Poor	Serious	Serious	860	28.1
August 1997	Poor	Serious	Fair	Serious	860	25.9
November 1996	Poor	Serious	Serious	Serious	860	25.6
November 1995	Poor	Serious	Serious	Serious	860	24.4
November 1994	Poor	Serious	Serious	Serious	860	8.9
November 1993	Poor	Serious	Serious	Serious	860	12.2
October 1992	Poor	Serious	Serious	Serious	860	12.2
October 1991	Poor	Serious	Serious	Serious	860	12.2

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Timber Girder/Beam	linear ft.	194	194	0	0	0
Timber Arch	linear ft.	340	340	0	0	0
Timber Floor Beam	linear ft.	783	783	0	0	0
Steel Pin or Pin & Hangar Assembly	each	2	2	0	0	0
Steel Protective Coating	sq. ft.	100	100	0	0	0
Substructure
Timber Column	each	4	3	1	0	0
Reinforced Concrete Abutment	linear ft.	99	93	6	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	20	20	0	0	0
Timber Pier Cap	linear ft.	64	64	0	0	0
Deck
Timber Deck	sq. ft.	8,867	8,867	0	0	0
Wearing Surfaces	sq. ft.	8,327	8,327	0	0	0
Bearings
Fixed Bearing	each	4	4	0	0	0
Steel Protective Coating	sq. ft.	30	30	0	0	0
Pot Bearing	each	8	8	0	0	0
Steel Protective Coating	sq. ft.	40	10	26	0	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	548	530	0	18	0
Steel Protective Coating	sq. ft.	2,566	2,566	0	0	0