HWY WHITTENTN ST over WATER MILL RIVER

Map

Coordinates:
+41.92340, -71.10600
41°55'24" N, 71°06'22" W

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

Name:	HWY WHITTENTN ST over WATER MILL RIVER
Structure number:	T010203K8MUNNBI
Old structure number:	3K8MUN641021100 `(from 1992 edition)`
Location:	AT WHITTENTON MILL
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	49.2 ft. `[15.0 m]`
Total length:	54.8 ft. `[16.7 m]`
Roadway width between curbs:	31.5 ft. `[9.6 m]`
Deck width edge-to-edge:	45.9 ft. `[14.0 m]`
Skew angle:	15°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1930
Year reconstructed:	2007
Historic significance:	Bridge is possibly eligible for the National Register of Historic Places `[3]`
Design load:	MS 22.5 / HS 25 `[9]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box Beam or girders - Single or Spread `[06]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,400 `[as of 2017]`
Truck traffic:	7% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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:	97.6
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$805,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Good	Very Good	Very Good	Good	1400	97.6
August 2015	Good	Very Good	Very Good	Good	4200	92.6
August 2013	Good	Very Good	Very Good	Good	7300	90.2
August 2011	Good	Very Good	Very Good	Good	7300	90.2
August 2009	Good	Excellent	Excellent	Excellent	7300	90.2
March 2008	Good	Excellent	Excellent	Excellent	5700	29.3
October 2006	Poor	Serious	Poor	Poor	4300	26.6
October 2004	Poor	Serious	Poor	Poor	4300	40.8
October 2002	Poor	Serious	Poor	Poor	3100	41.2
October 2000	Poor	Serious	Poor	Poor	3100	41.2
October 1998	Poor	Serious	Poor	Poor	3600	54.1
November 1996	Poor	Serious	Poor	Fair	2000	61.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girder	linear ft.	296	296	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	2,516	2,516	0	0	0
Wearing Surfaces	sq. ft.	1,720	1,720	0	0	0
Substructure
Masonry Abutment	linear ft.	104	104	0	0	0
Bearings
Enclosed/Concealed Bearing	each	24	24	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	109	109	0	0	0