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HWY FISHER ST over WATER THREE MILE RIVER

Bristol County, Massachusetts

Map

Coordinates:
+41.89649, -71.12782
41°53'47" N, 71°07'40" W

Facts

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

Name:	HWY FISHER ST over WATER THREE MILE RIVER
Structure number:	T01029ALYMUNNBI
Location:	.4 MI FROM N WALKER ST
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Local (Urban) `[19]`
Length of largest span:	74.2 ft. `[22.6 m]`
Total length:	76.8 ft. `[23.4 m]`
Roadway width between curbs:	23.6 ft. `[7.2 m]`
Deck width edge-to-edge:	35.4 ft. `[10.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2004
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Prestressed concrete `[5]`
Main span design:	Box beam or girders - Multiple `[05]`
Deck type:	Concrete Precast Panels `[2]`
Wearing surface:	Bituminous `[6]`

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	2,068 `[as of 2017]`
Truck traffic:	8% of total traffic
Deck condition:	Excellent `[9 out of 9]`
Superstructure condition:	Very Good `[8 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present desirable criteria `[8]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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:	Countermeasures have been installed to mitigate an existing problem with scour. `[7]`
Sufficiency rating:	80.4
Recommended work:	Widening of existing bridge or other major structure without deck rehabilitation or replacement `[33]`
Estimated cost of work:	$1,919,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Good	Excellent	Very Good	Very Good	2068	80.4
February 2015	Good	Excellent	Very Good	Very Good	900	82.7
February 2013	Good	Excellent	Excellent	Excellent	800	82.8
February 2011	Good	Excellent	Excellent	Excellent	800	82.8
February 2009	Good	Excellent	Excellent	Excellent	800	82.8
February 2007	Good	Excellent	Excellent	Excellent	800	82.8
February 2005	Good	Excellent	Excellent	Excellent	800	82.8

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.	848	848	0	0	0
Deck
Prestressed Concrete Top Flange	sq. ft.	2,530	2,530	0	0	0
Wearing Surfaces	sq. ft.	1,973	1,973	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	77	77	0	0	0
Bearings
Elastomeric Bearing	each	44	44	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	185	185	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/1238675