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DAVISVILLE RD over FRENCHTOWN BROOK

Kent County, Rhode Island

Map

Coordinates:
+41.62571, -71.48394
41°37'33" N, 71°29'02" W

Facts

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

Name:	DAVISVILLE RD over FRENCHTOWN BROOK
Structure number:	000000000004350
Location:	0.1 Mi S of JCT RI 402
Purpose:	Carries highway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	48.6 ft. `[14.8 m]`
Total length:	56.1 ft. `[17.1 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	149.9 ft. `[45.7 m]`
Skew angle:	60°
Owner:	State Highway Agency `[01]`
Year built:	2012
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Concrete `[1]`
Main span design:	Culvert `[19]`
Deck type:	Not applicable `[N]`

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	3,737 `[as of 2014]`
Truck traffic:	6% of total traffic
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Culvert condition:	Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. `[7]`
Scour condition:	Bridge is scour critical; bridge foundations determined to be unstable. `[3]`
Sufficiency rating:	98.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$290,000

Previous Inspections

Date	Condition	Culvert Condition	ADT	Suff. Rating
December 2017	Good	7 out of 10	3737	98.8
December 2015	Good	8 out of 10	3737	80.5
December 2013	Good	8 out of 10	17400	73.9
August 2012	Good	8 out of 10	17400	71.5
January 2012	Fair	N out of 10	14500	77.2
January 2010	Fair	N out of 10	14500	78.8
February 2008	Fair	N out of 10	14500	89.5
November 2005	Fair	N out of 10	15167	89.3
May 2003	Fair	N out of 10	15167	72.0
July 2001	Fair	N out of 10	15167	72.0
July 1999	Fair	N out of 10	14500	72.2
May 1997	Fair	N out of 10	14500	72.2
July 1995	Fair	N out of 10	12300	75.5
March 1994	Fair	N out of 10	12300	77.8
December 1991	Fair	N out of 10	10300	69.7
August 1990	Fair	N out of 10	10300	71.7

Element Data

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Culvert
Reinforced Concrete Culvert	linear ft.	150	12	138	0	0
Wearing Surfaces	sq. ft.	2,000	2,000	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/1479755