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DAVISVILLE RD over FRENCHTOWN BROOK

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

DateConditionCulvert ConditionADTSuff. Rating
December 2017Good7 out of 10373798.8
December 2015Good8 out of 10373780.5
December 2013Good8 out of 101740073.9
August 2012Good8 out of 101740071.5
January 2012FairN out of 101450077.2
January 2010FairN out of 101450078.8
February 2008FairN out of 101450089.5
November 2005FairN out of 101516789.3
May 2003FairN out of 101516772.0
July 2001FairN out of 101516772.0
July 1999FairN out of 101450072.2
May 1997FairN out of 101450072.2
July 1995FairN out of 101230075.5
March 1994FairN out of 101230077.8
December 1991FairN out of 101030069.7
August 1990FairN out of 101030071.7

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.1501213800
Wearing Surfacessq. ft.2,0002,000000