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HWY CHURCH ST over WATER KEYUP BROOK

Franklin County, Massachusetts

Map

Coordinates:
+42.60244, -72.39964
42°36'09" N, 72°23'59" W

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Facts

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

Name:	HWY CHURCH ST over WATER KEYUP BROOK
Structure number:	E100110PWMUNNBI
Old structure number:	0PWTWN216011100 `(from 1992 edition)`
Location:	0.2 MI N OF ST 2
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Major Collector (Rural) `[07]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	25.9 ft. `[7.9 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	32.2 ft. `[9.8 m]`
Skew angle:	35°
Owner:	Town or Township Highway Agency `[03]`
Year built:	1940
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Concrete `[1]`
Main span design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:	Poor
Status:	Posted for load `[P]`
Average daily traffic:	905 `[as of 2018]`
Truck traffic:	6% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. `[4]`
Sufficiency rating:	38.7
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$1,468,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Poor	Poor	Poor	Satisfactory	905	38.7
December 2016	Poor	Poor	Poor	Satisfactory	300	40.9
December 2014	Poor	Poor	Poor	Satisfactory	300	40.9
December 2012	Poor	Poor	Poor	Satisfactory	300	40.9
December 2010	Poor	Poor	Poor	Satisfactory	300	40.9
December 2008	Poor	Poor	Poor	Satisfactory	300	51.9
December 2006	Poor	Poor	Poor	Satisfactory	300	50.9
December 2004	Poor	Poor	Poor	Satisfactory	300	50.9
December 2002	Poor	Poor	Poor	Satisfactory	300	50.9
December 2000	Poor	Poor	Poor	Satisfactory	389	50.9
December 1998	Poor	Poor	Poor	Satisfactory	500	49.9
January 1997	Poor	Poor	Poor	Satisfactory	500	56.4

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Substructure
Reinforced Concrete Abutment	linear ft.	80	62	16	2	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	52	0	52	0	0
Deck
Reinforced Concrete Slab	sq. ft.	832	453	119	260	0
Wearing Surfaces	sq. ft.	637	637	0	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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