BYPASSED HISTORIC over SOUHEGAN RIVER

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

Map

Coordinates:
+42.83404, -71.75058
42°50'03" N, 71°45'02" W

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

Name:	BYPASSED HISTORIC over SOUHEGAN RIVER
Structure number:	027701200011600
Location:	4.3 MI FR TEMPLE T/L
Purpose:	Carries pedestrian/bicycle trail over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	60.0 ft. `[18.3 m]`
Total length:	60.0 ft. `[18.3 m]`
Roadway width between curbs:	19.7 ft. `[6.0 m]`
Deck width edge-to-edge:	22.6 ft. `[6.9 m]`
Skew angle:	16°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1916
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Main span material:	Concrete `[1]`
Main span design:	Arch - Deck `[11]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Gravel `[8]`

Good/Fair/Poor Condition:	Poor
Status:	Bridge closed to all traffic `[K]`
Deck condition:	Imminent Failure `[1 out of 9]`
Superstructure condition:	Imminent Failure `[1 out of 9]`
Substructure condition:	Imminent Failure `[1 out of 9]`
Deck geometry appraisal:	Unknown `[*]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
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]`
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,500,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2008	Poor	Imminent Failure	Imminent Failure	Imminent Failure	-	0.0
February 1998	Poor	Imminent Failure	Imminent Failure	Imminent Failure	-	0.0