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HUMMOCKS POINT RD over TIDAL INLET

Map

Coordinates:
+41.62991, -71.21908
41°37'48" N, 71°13'09" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HUMMOCKS POINT RD over TIDAL INLET
Structure number:000000000004950
Location:0.5 Mi S of RI 24
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:35.1 ft. [10.7 m]
Total length:315.0 ft. [96.0 m]
Roadway width between curbs:30.2 ft. [9.2 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Skew angle:12°
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:9
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,043 [as of 2015]
Truck traffic:3% of total traffic
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:88.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$3,864,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2018Fair-GoodSatisfactory204388.6
August 2016Fair-GoodSatisfactory204388.6
June 2015Poor-GoodPoor204361.2
August 2014Poor-GoodPoor390053.7
September 2012FairVery GoodGoodSatisfactory390080.0
April 2011PoorSeriousSeriousSatisfactory210018.7
April 2009PoorCriticalCriticalFair210018.7
May 2007PoorPoorPoorFair210055.4
May 2003PoorPoorPoorFair272948.4
February 2001PoorPoorPoorSatisfactory272948.3
January 1999PoorPoorPoorSatisfactory250055.1
November 1996PoorPoorPoorSatisfactory280050.2
September 1994PoorFairFairPoor270060.9
September 1992FairSatisfactorySatisfactorySatisfactory270089.3
August 1990FairSatisfactorySatisfactorySatisfactory270086.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3,1503,141900
Substructure
Reinforced Concrete Abutmentlinear ft.89672110
Reinforced Concrete Pile Cap/Footinglinear ft.8987200
Prestressed Concrete Pileeach4404400
Reinforced Concrete Pier Caplinear ft.3333112200
Concrete Protective Coatingsq. ft.2,9002,83356011
Joints
Pourable Jointlinear ft.3002574300
Bearings
Elastomeric Bearingeach180176400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.630627300
Steel Protective Coatingsq. ft.1,5001,500000