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I-95 RAMP over HARDIG BROOK

Map

Coordinates:
+41.69685, -71.47883
41°41'49" N, 71°28'44" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-95 RAMP over HARDIG BROOK
Structure number:000000000008060
Location:0.1 Mi S of JCT RI 117
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:9.8 ft. [3.0 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1965
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:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 1992]
Truck traffic:10% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 foundations (including piles) on dry land well above flood water elevations. [9]
Sufficiency rating:96.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$478,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Good7 out of 101100096.4
May 2015Good7 out of 101100085.9
May 2013Good7 out of 101100085.9
May 2011Fair6 out of 101100096.9
May 2009Fair6 out of 101100094.9
January 2008Fair6 out of 101100094.9
June 2005Fair6 out of 101100094.9
November 2003Good7 out of 101100094.9
November 2001Good7 out of 101100094.9
September 1999Good7 out of 101100094.9
July 1997Fair6 out of 101100094.9
August 1995Fair6 out of 102900095.8
June 1993Good7 out of 102900095.8
May 1991Good7 out of 10290098.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.10009910
Wearing Surfacessq. ft.1,0508491011000