Share:

Massasoit Avenue over Barrington River

Bristol County, Rhode Island

Map

Coordinates:
+41.74972, -71.31750
41°44'59" N, 71°19'03" W

Facts

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

Name:	Massasoit Avenue over Barrington River
Structure number:	000000000001825
Location:	0.05 Mi E of RI 103
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	65.6 ft. `[20.0 m]`
Total length:	328.1 ft. `[100.0 m]`
Roadway width between curbs:	43.0 ft. `[13.1 m]`
Deck width edge-to-edge:	57.1 ft. `[17.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	2016
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Number of main spans:	5
Main spans material:	Prestressed concrete `[5]`
Main spans design:	Tee beam `[04]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	10,364 `[as of 2002]`
Truck traffic:	1% 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:	Meets minimum tolerable limits to be left in place as is `[4]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	79.5
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	10364	79.5
October 2016	Good	Good	Very Good	Good	10364	79.5

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Prestressed Concrete Girder/Beam	linear ft.	4,557	4,517	40	0	0
Deck
Reinforced Concrete Deck	sq. ft.	18,696	18,696	0	0	0
Wearing Surfaces	sq. ft.	18,696	16,116	2,580	0	0
Prestressed Concrete Top Flange	sq. ft.	18,696	18,326	370	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	114	114	0	0	0
Steel Pile	each	44	1	43	0	0
Steel Protective Coating	sq. ft.	5,852	5,808	0	0	44
Reinforced Concrete Pier Cap	linear ft.	244	244	0	0	0
Concrete Protective Coating	sq. ft.	3,710	3,710	0	0	0
Joints
Strip Seal Joint	linear ft.	86	82	4	0	0
Bearings
Elastomeric Bearing	each	140	94	36	10	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	656	656	0	0	0
Steel Protective Coating	sq. ft.	4,264	4,050	214	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/1706602