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HWY THACHER ST over WATER TEN MILE RIVER

Bristol County, Massachusetts

Map

Coordinates:
+41.92762, -71.28929
41°55'39" N, 71°17'21" W

Facts

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

Name:	HWY THACHER ST over WATER TEN MILE RIVER
Structure number:	A160133HWMUNNBI
Old structure number:	3HWMUN602013100 `(from 1992 edition)`
Location:	.1 MI N OF RTE 152
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	12.1 ft. `[3.7 m]`
Total length:	25.9 ft. `[7.9 m]`
Roadway width between curbs:	28.2 ft. `[8.6 m]`
Deck width edge-to-edge:	40.0 ft. `[12.2 m]`
Skew angle:	2°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1994
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Concrete `[1]`
Main spans design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	3,500 `[as of 2017]`
Truck traffic:	12% of total traffic
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Culvert condition:	Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. `[6]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	82.6
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$493,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
September 2017	Fair	6 out of 10	3500	82.6
September 2015	Fair	6 out of 10	6700	80.2
September 2013	Fair	6 out of 10	6700	80.2
September 2011	Fair	6 out of 10	5000	82.4
September 2009	Fair	6 out of 10	10000	79.8
September 2007	Good	7 out of 10	11200	79.7
September 2005	Good	7 out of 10	11200	79.7
September 2003	Good	7 out of 10	111200	67.6
September 2001	Good	7 out of 10	9000	61.0
September 1999	Good	8 out of 10	6000	61.0
September 1997	Good	8 out of 10	4100	63.0
September 1995	Good	9 out of 10	4100	53.5

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	80	0	80	0	0
Wearing Surfaces	sq. ft.	768	0	713	55	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	55	47	8	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/1234618