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ST 28 MAIN ST over WATER BASS RIVER

Map

Coordinates:
+41.66582, -70.18202
41°39'57" N, 70°10'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST 28 MAIN ST over WATER BASS RIVER
Structure number:D0700447TDOTNBI
Old structure number:47T045748000101 (from 1992 edition)
Location:AT DENNIS YARMOUTH TL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:35.1 ft. [10.7 m]
Total length:627.0 ft. [191.1 m]
Roadway width between curbs:40.7 ft. [12.4 m]
Deck width edge-to-edge:48.9 ft. [14.9 m]
Owner:State Highway Agency [01]
Year built:1935
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:33
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:15,301 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:39.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$14,819,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorSeriousSeriousSerious1530139.6
August 2015PoorPoorPoorSerious3000037.0
August 2013PoorPoorPoorSerious3000037.0
July 2011FairFairFairFair3000075.0
July 2009FairFairFairFair3000075.0
July 1999FairFairFairFair829683.2
June 1997FairSatisfactorySatisfactoryFair829684.3
June 1995FairSatisfactorySatisfactoryFair829683.3
June 1991FairSatisfactoryGoodGood2000040.6

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.62752910880
Substructure
Reinforced Concrete Pier Walllinear ft.21614548230
Reinforced Concrete Abutmentlinear ft.2652451190
Masonry Abutmentlinear ft.26517252356
Reinforced Concrete Pile Cap/Footinglinear ft.1,4001,0892464718
Reinforced Concrete Pileeach484694034926
Reinforced Concrete Pier Caplinear ft.1,400882434840
Joints
Compression Jointlinear ft.38626112050
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,2547201873470
Deck
Reinforced Concrete Slabsq. ft.25,50612,61311,3441,45297