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Poppasquash Rd over Tidal Inlet

Map

Coordinates:
+41.68014, -71.28179
41°40'48" N, 71°16'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Poppasquash Rd over Tidal Inlet
Structure number:000000000002930
Location:0.3 Mi W of JCT RI 114
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:5.9 ft. [1.8 m]
Total length:23.3 ft. [7.1 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1920
Year reconstructed:2013
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Other [9]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,313 [as of 2015]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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 determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:71.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$461,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2018Good7 out of 10131371.9
March 2017Good7 out of 10131371.9
March 2015Good7 out of 10131371.9
April 2013Good7 out of 10170071.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.111108300
Wearing Surfacessq. ft.466466000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4444000