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RI 113 MAIN AV over AMTRAK

Kent County, Rhode Island

Map

Coordinates:
+41.71140, -71.44792
41°42'41" N, 71°26'53" W

Facts

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

Name:	RI 113 MAIN AV over AMTRAK
Structure number:	000000000000020
Location:	1.0 Mi E of JCT I-95
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	78.4 ft. `[23.9 m]`
Total length:	82.4 ft. `[25.1 m]`
Roadway width between curbs:	65.0 ft. `[19.8 m]`
Deck width edge-to-edge:	81.0 ft. `[24.7 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Skew angle:	11°
Owner:	State Highway Agency `[01]`
Year built:	2006
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
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: October 2017

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	34,118 `[as of 2015]`
Truck traffic:	2% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	91.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$10,820,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Fair	Good	Satisfactory	Good	34118	91.5
October 2015	Good	Good	Good	Good	34118	88.0
October 2013	Good	Good	Good	Good	28400	89.2
November 2011	Good	Good	Good	Good	28400	87.2
November 2009	Good	Good	Good	Good	28400	92.2
November 2007	Good	Very Good	Very Good	Very Good	28400	92.2
February 2007	Good	Very Good	Very Good	Very Good	28400	92.2
July 2001	Poor	Poor	Poor	Poor	24000	41.0
March 1999	Poor	Poor	Poor	Poor	24000	41.0
February 1997	Poor	Poor	Poor	Poor	20300	39.4
April 1995	Poor	Poor	Poor	Poor	20300	40.2
April 1993	Poor	Poor	Poor	Poor	20300	40.2
August 1991	Poor	Poor	Poor	Poor	20300	40.2

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.	1,771	859	910	2	0
Deck
Prestressed Concrete Top Flange	sq. ft.	6,360	6,360	0	0	0
Wearing Surfaces	sq. ft.	5,240	5,240	0	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	165	148	17	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	83	83	0	0	0
Joints
Pourable Joint	linear ft.	141	129	12	0	0
Bearings
Elastomeric Bearing	each	44	32	12	0	0
Bridge Rail
Other Material Bridge Rail	linear ft.	218	180	36	2	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/1479535