WEST HILL RD over WEST RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+42.10833, -71.55333
42°06'30" N, 71°33'12" W

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

Name:	WEST HILL RD over WEST RIVER
Structure number:	CEPNEDMA2510021
Old structure number:	CEPNEDMA2510021 `(from 1992 edition)`
Location:	0.8 KM UPSTREAM OF DAM
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Rural) `[09]`
Length of largest span:	18.4 ft. `[5.6 m]`
Total length:	18.4 ft. `[5.6 m]`
Roadway width between curbs:	18.0 ft. `[5.5 m]`
Deck width edge-to-edge:	18.0 ft. `[5.5 m]`
Owner:	Corps of Engineers (Civil) `[70]`
Year built:	1880
Year reconstructed:	1940
Historic significance:	Bridge is on the National Register of Historic Places `[1]`
Design load:	M 13.5 / H 15 `[2]`
Main span material:	Masonry `[8]`
Main span design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	50 `[as of 2007]`
Truck traffic:	25% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	56.8
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$12,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2007	Good	Good	Good	Good	50	56.8
September 1999	Good	Good	Very Good	Good	50	54.7