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HWY AUSTIN ST over COMB I 93 RMP&MBTA&ORNG

Map

Coordinates:
+42.37250, -71.07056
42°22'21" N, 71°04'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY AUSTIN ST over COMB I 93 RMP&MBTA&ORNG
Structure number:B161794F6DOTNBI
Location:.1 M. W OF RUTHERFORD ST
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:149.9 ft. [45.7 m]
Total length:1825.2 ft. [556.3 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1974
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:36,700 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:26.0 tons [23.6 metric tons]
Inventory rating:15.4 tons [14.0 metric tons]
Sufficiency rating:7.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$105,380,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 20157.3PoorSatisfactoryPoorPoorSD36700
June 201343.1PoorSatisfactoryFairPoorSD30400
May 201160.1FairSatisfactoryFairFairFO39200
May 200960.1FairSatisfactoryFairFairFO39200

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.1,67201,67200
Steel Protective Coatingsq. ft.1,9981,998000
Prestressed Concrete Girder/Beamlinear ft.17,18716,4626001250
Deck
Reinforced Concrete Decksq. ft.122,210103,73518,47500
Wearing Surfacessq. ft.108,67490,19918,47500
Substructure
Reinforced Concrete Columneach8410154910
Reinforced Concrete Abutmentlinear ft.2352241100
Reinforced Concrete Pier Caplinear ft.1,64757541258080
Joints
Strip Seal Jointlinear ft.1,331030601,025
Assembly with Sealeach5700057
Bearings
Elastomeric Bearingeach24848150050
Movable Bearingeach1101100
Steel Protective Coatingsq. ft.999999000
Fixed Bearingeach259025900
Steel Protective Coatingsq. ft.999999000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3,9253,785120200