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HWY LAMB ST over WATER TEN MILE RIVER

Bristol County, Massachusetts

Map

Coordinates:
+41.93306, -71.28787
41°55'59" N, 71°17'16" W

Facts

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

Name:	HWY LAMB ST over WATER TEN MILE RIVER
Structure number:	A160123L2MUNNBI
Old structure number:	TWN602003100 `(from 1992 edition)`
Location:	1.8MI E OF RT.95
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	34.1 ft. `[10.4 m]`
Total length:	40.0 ft. `[12.2 m]`
Roadway width between curbs:	25.9 ft. `[7.9 m]`
Deck width edge-to-edge:	39.7 ft. `[12.1 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1905
Year reconstructed:	1993
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	4,655 `[as of 2018]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Channel protection:	Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. `[5]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	76.4
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$890,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2018	Fair	Good	Good	Satisfactory	4655	76.4
February 2016	Fair	Good	Good	Satisfactory	6700	76.2
February 2014	Fair	Good	Good	Satisfactory	6000	76.3
February 2012	Fair	Good	Good	Satisfactory	13600	75.3
February 2010	Fair	Good	Good	Satisfactory	9050	75.9
February 2008	Fair	Good	Good	Fair	4100	65.4
February 2006	Fair	Good	Good	Satisfactory	1500	82.6
February 2004	Fair	Good	Good	Satisfactory	5600	74.3
February 2002	Fair	Good	Good	Satisfactory	5000	74.3
February 2000	Fair	Very Good	Very Good	Satisfactory	4200	74.4
February 1996	Fair	Very Good	Very Good	Satisfactory	5000	67.8
February 1994	Good	Excellent	Excellent	Excellent	2600	71.8
November 1992	Fair	-	-	Satisfactory	175	31.9
July 1991	Fair	-	-	Satisfactory	175	31.9

Element Data

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.	362	362	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	1,446	1,446	0	0	0
Wearing Surfaces	sq. ft.	1,047	1,047	0	0	0
Substructure
Masonry Abutment	linear ft.	140	0	85	55	0
Bearings
Elastomeric Bearing	each	20	20	0	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	81	81	0	0	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1234617