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ST114 LAFAYETTE ST over WATER FOREST RIVER

Map

Coordinates:
+42.49684, -70.88649
42°29'49" N, 70°53'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST114 LAFAYETTE ST over WATER FOREST RIVER
Structure number:S0100531MDOTNBI
Old structure number:31M444531001101 (from 1992 edition)
Location:1.8 MI S SALEM CENTER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:27.9 ft. [8.5 m]
Total length:51.8 ft. [15.8 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:64.6 ft. [19.7 m]
Skew angle:17°
Owner:State Highway Agency [01]
Year built:1898
Year reconstructed:1965
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, would be posted or closed except for temporary shoring [D]
Average daily traffic:16,900 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:24.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,595,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairFairFairFair1690024.9
October 2017PoorFairPoorFair1690024.9
August 2016PoorFairPoorSatisfactory1940058.8
August 2015PoorFairSeriousSatisfactory1940042.5
August 2013FairSatisfactorySatisfactorySatisfactory1840088.5
August 2011FairSatisfactorySatisfactorySatisfactory2530087.5
August 2009FairSatisfactorySatisfactorySatisfactory1750088.6
September 1999FairSatisfactoryGoodSatisfactory2000089.3
September 1997GoodGoodGoodGood2000089.3
September 1995GoodGoodGoodGood2000084.5

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.480020020080
Steel Protective Coatingsq. ft.2,94009609801,000
Deck
Reinforced Concrete Decksq. ft.3,1752,82235120
Wearing Surfacessq. ft.2,3854981,0158720
Substructure
Masonry Pier Walllinear ft.6906450
Masonry Abutmentlinear ft.136013600
Reinforced Concrete Pier Caplinear ft.6961800
Joints
Compression Jointlinear ft.15212116240
Bearings
Movable Bearingeach2000200
Fixed Bearingeach2000200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9191000