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HWY ADAMSVLLE RD over WATER NORTH RIVER

Franklin County, Massachusetts

Map

Coordinates:
+42.65821, -72.71494
42°39'30" N, 72°42'54" W

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Facts

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

Name:	HWY ADAMSVLLE RD over WATER NORTH RIVER
Structure number:	C180080EYMUNNBI
Old structure number:	0EYMUN210053100 `(from 1992 edition)`
Location:	INT. 112 & ADAMSVILLE RD
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	119.8 ft. `[36.5 m]`
Total length:	125.3 ft. `[38.2 m]`
Roadway width between curbs:	24.0 ft. `[7.3 m]`
Deck width edge-to-edge:	35.8 ft. `[10.9 m]`
Vertical clearance above deck:	15.1 ft. `[4.6 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1937
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Steel `[3]`
Main span design:	Arch - Thru `[12]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	780 `[as of 2013]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
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 foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	52.1
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,203,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Satisfactory	Fair	Satisfactory	780	52.1
August 2015	Fair	Satisfactory	Satisfactory	Satisfactory	780	63.2
September 2013	Fair	Satisfactory	Satisfactory	Good	780	63.2
September 2011	Fair	Satisfactory	Good	Good	570	69.2
September 2009	Fair	Satisfactory	Good	Good	570	69.2
September 2007	Fair	Satisfactory	Good	Good	200	71.4
August 2005	Fair	Satisfactory	Good	Good	200	72.4
August 2003	Fair	Satisfactory	Good	Good	200	73.4
August 2001	Fair	Satisfactory	Good	Good	200	73.4
August 1999	Fair	Satisfactory	Good	Good	200	71.4
August 1997	Fair	Satisfactory	Good	Good	200	71.4
August 1995	Fair	Satisfactory	Good	Good	200	71.9

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Deck
Reinforced Concrete Deck	sq. ft.	4,500	3,850	200	450	0
Wearing Surfaces	sq. ft.	3,000	0	0	750	2,250
Superstructure
Steel Arch	linear ft.	250	0	250	0	0
Steel Protective Coating	sq. ft.	3,420	0	1,710	0	1,710
Steel Floor Beam	linear ft.	335	0	279	56	0
Steel Protective Coating	sq. ft.	2,718	0	1,100	0	1,618
Substructure
Reinforced Concrete Abutment	linear ft.	97	0	48	49	0
Joints
Open Joint	linear ft.	27	0	0	27	0
Bearings
Fixed Bearing	each	4	0	4	0	0
Steel Protective Coating	sq. ft.	32	0	16	0	16
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	250	0	247	3	0
Steel Protective Coating	sq. ft.	625	0	300	0	325

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