MCGAW BRIDGE ROAD over BABOOSIC BROOK

Map

Coordinates:
+42.87247, -71.49405
42°52'21" N, 71°29'39" W

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

Name:	MCGAW BRIDGE ROAD over BABOOSIC BROOK
Structure number:	016801160013700
Location:	0.13 MI FR WIRE ROAD
Purpose:	Carries highway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	42.0 ft. `[12.8 m]`
Total length:	46.6 ft. `[14.2 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	36.4 ft. `[11.1 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2016
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Integral Concrete (separate non-modified layer of concrete added to structural deck) `[2]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	1,200 `[as of 2014]`
Truck traffic:	4% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. `[8]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	91.4
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$3,142,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Excellent	Excellent	Excellent	1200	91.4
November 2016	Good	Excellent	Excellent	Excellent	1200	91.4
November 2015	Poor	Poor	Poor	Serious	1200	28.1
October 2014	Poor	Poor	Poor	Serious	940	28.2
September 2013	Poor	Poor	Poor	Serious	940	28.2
December 2012	Poor	Poor	Poor	Serious	940	28.2
September 2011	Poor	Poor	Poor	Poor	1200	28.1
October 2010	Poor	Poor	Poor	Poor	1200	28.1
November 2009	Poor	Poor	Poor	Poor	1200	28.1
December 2008	Poor	Poor	Poor	Poor	1300	28.0
November 2007	Poor	Poor	Poor	Fair	1300	28.0
December 2006	Fair	Fair	Fair	Fair	1300	38.7
September 2004	Fair	Fair	Fair	Fair	1100	38.8
October 2003	Fair	Fair	Fair	Fair	1100	38.8
September 2002	Fair	Fair	Fair	Fair	1100	38.8
October 2001	Fair	Fair	Fair	Satisfactory	1100	38.8
October 2000	Fair	Fair	Fair	Satisfactory	1100	38.8
December 1999	Fair	Fair	Fair	Satisfactory	1100	38.8
December 1998	Fair	Fair	Fair	Satisfactory	1100	38.8
October 1997	Fair	Fair	Fair	Satisfactory	1100	38.8
November 1996	Fair	Fair	Fair	Satisfactory	1100	40.1
December 1995	Fair	Fair	Fair	Satisfactory	1100	47.6
December 1994	Fair	Fair	Fair	Satisfactory	1100	47.6
January 1993	Fair	Fair	Fair	Satisfactory	1100	47.6
November 1991	Fair	Fair	Fair	Satisfactory	1100	47.6