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HWY SPRING ST over WATER THREE MILE RIVER

Bristol County, Massachusetts

Map

Coordinates:
+41.86454, -71.12202
41°51'52" N, 71°07'19" W

Facts

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

Name:	HWY SPRING ST over WATER THREE MILE RIVER
Structure number:	D080143J9MUNNBI
Old structure number:	MUN611014100 `(from 1992 edition)`
Location:	WEST OF D08020 (3JA)
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	23.6 ft. `[7.2 m]`
Total length:	24.6 ft. `[7.5 m]`
Roadway width between curbs:	42.0 ft. `[12.8 m]`
Deck width edge-to-edge:	56.1 ft. `[17.1 m]`
Owner:	Town or Township Highway Agency `[03]`
Year built:	1956
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Slab `[01]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: July 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	4,300 `[as of 2017]`
Truck traffic:	5% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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 assessed or calculated scour condition. `[5]`
Sufficiency rating:	96.6
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$59,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2018	Good	Good	Good	Good	4300	96.6
July 2016	Good	Good	Good	Good	6983	95.3
July 2014	Good	Good	Good	Good	6200	95.4
July 2012	Good	Good	Good	Good	8300	95.2
July 2010	Good	Good	Good	Good	8300	95.2
March 2009	Fair	Good	Satisfactory	Good	5300	95.5
March 2007	Good	Good	Good	Good	5700	95.5
March 2005	Good	Good	Good	Good	5000	96.5
March 2003	Good	Good	Good	Good	8000	95.2
March 2001	Good	Good	Good	Good	6000	95.4
March 1999	Good	Good	Good	Good	7200	95.3
March 1995	Good	Good	Good	Good	9000	87.6
March 1993	Good	Good	Good	Good	4253	96.7
March 1991	Good	Good	Good	Good	4253	96.7

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.	335	335	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	1,372	1,368	0	4	0
Wearing Surfaces	sq. ft.	1,029	1,029	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	117	114	2	1	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	48	48	0	0	0
Steel Protective Coating	sq. ft.	288	0	0	288	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/1235980