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HWY BRIDGE ST over WATER BASS RIVER

Map

Coordinates:
+42.54966, -70.88774
42°32'59" N, 70°53'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY BRIDGE ST over WATER BASS RIVER
Structure number:B11001306DOTNBI
Old structure number:412503002100 (from 1992 edition)
Location:.1 MILE WEST OF RIVER ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:152.9 ft. [46.6 m]
Total length:269.0 ft. [82.0 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:54.1 ft. [16.5 m]
Owner:State Highway Agency [01]
Year built:1929
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: November 2018

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:21,300 [as of 2018]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Serious [3 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:26.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$12,605,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2018PoorFairPoorSerious2130026.9
November 2016PoorFairPoorSerious1820028.5
November 2014PoorFairPoorPoor1620044.2
November 2012PoorFairPoorPoor1620044.2
October 2010PoorFairPoorPoor1620044.2
October 2008PoorFairPoorPoor1620044.2
October 1998PoorSatisfactorySatisfactoryPoor2000050.6
February 1994FairSatisfactorySatisfactorySatisfactory1500083.5
December 1991FairGoodSatisfactoryFair1630071.9

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.295029500
Steel Protective Coatingsq. ft.5,499004,3991,100
Timber Girder/Beamlinear ft.2,30502,30500
Steel Stringerlinear ft.2,79901,591708500
Steel Protective Coatingsq. ft.13,992008,4535,539
Deck
Reinforced Concrete Decksq. ft.2,6691,7693006000
Superstructure
Steel Floor Beamlinear ft.587030323450
Steel Protective Coatingsq. ft.4,65601,7981,4291,429
Substructure
Reinforced Concrete Pier Walllinear ft.30015150
Reinforced Concrete Abutmentlinear ft.114792780
Timber Pileeach2010520149
Timber Pier Caplinear ft.650422200280
Deck
Open Grid Decksq. ft.2,9302,930000
Concrete Filled Grid Decksq. ft.2,2992,299000
Timber Decksq. ft.3,8823,78210000
Wearing Surfacessq. ft.3,8822,88201,0000
Bearings
Other Bearingeach62400
Steel Protective Coatingsq. ft.3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.537032220015
Steel Protective Coatingsq. ft.3,760001,7602,000