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FACTORY ST over MILL TAIL RACE

Kent County, Rhode Island

Map

Coordinates:
+41.70702, -71.52000
41°42'25" N, 71°31'12" W

Facts

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

Name:	FACTORY ST over MILL TAIL RACE
Structure number:	000000000005150
Location:	0.1 Mi E of JCT RI 33
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	27.6 ft. `[8.4 m]`
Total length:	63.0 ft. `[19.2 m]`
Roadway width between curbs:	37.4 ft. `[11.4 m]`
Deck width edge-to-edge:	54.1 ft. `[16.5 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:	MS 18 / HS 20 `[5]`
Number of main spans:	2
Main spans material:	Masonry `[8]`
Main spans design:	Arch - Deck `[11]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	15,353 `[as of 2014]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Serious `[3 out of 9]`
Substructure condition:	Poor `[4 out of 9]`
Structural appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
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 the assessed or calculated scour condition. `[8]`
Sufficiency rating:	47.9
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,617,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Poor	Good	Serious	Poor	15353	47.9
November 2016	Poor	Good	Serious	Poor	15353	47.9
November 2014	Poor	Good	Serious	Poor	14600	49.5
November 2012	Poor	Good	Serious	Poor	14600	46.5
January 2011	Poor	-	Serious	Poor	14600	46.5
January 2009	Poor	-	Serious	Poor	14600	46.5
April 2007	Poor	-	Serious	Poor	14600	46.5
September 2004	Poor	-	Serious	Poor	14600	46.5
December 2002	Poor	-	Serious	Poor	14600	46.5
November 2000	Poor	-	Poor	Satisfactory	14600	62.8
October 1998	Poor	-	Poor	Satisfactory	9000	64.8
August 1996	Poor	-	Poor	Satisfactory	9000	66.7
August 1994	Poor	-	Poor	Good	9000	65.7
September 1992	Fair	-	Satisfactory	Good	900	95.8
September 1990	Good	-	Good	Good	900	95.8

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
Reinforced Concrete Girder/Beam	linear ft.	124	111	7	6	0
Masonry Arch	linear ft.	55	0	0	49	6
Substructure
Reinforced Concrete Pier Wall	linear ft.	15	9	4	2	0
Masonry Pier Wall	linear ft.	60	24	0	36	0
Reinforced Concrete Abutment	linear ft.	30	0	21	9	0
Masonry Abutment	linear ft.	50	7	0	43	0
Deck
Reinforced Concrete Slab	sq. ft.	990	968	21	1	0
Wearing Surfaces	sq. ft.	528	528	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/1479830