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Bridge Statistics for Charlton, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Charlton, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 35 Total length: 133 meters (436ft) Total costs: $26,383,000 Total average daily traffic: 679,904 Total average daily truck traffic: 48,735 National Bridge Inventory (NBI) Registered Bridges for Charlton
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: C060031F6MUNNBI, Location: 0.3MI N OF RT20 NEAR AUBN (Lat: 42.156689, Lng: -71.915558), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 400 (year 2008), Truck Traffic: 2%, Average Future Daily Traffic: 632 (year 2027), Design Load: H 15, Features Intersected: WATER LITTLE RIVER, Facility Carried by Structure: HWY GLENMERE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 17.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2008, Other Special Inspection Date: March 2008, Bridge Improvement Cost: $89,000, Roadway Improvement Cost: $9,000, Total Project Cost: $134,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: C060061B9MUNNBI, Location: .8MI. N. OF RTE-20 (Lat: 42.162028, Lng: -71.933464), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,300 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 2,053 (year 2028), Design Load: H 15, Features Intersected: WATER LITTLE RIVER, Facility Carried by Structure: HWY HAMMOND HILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.336, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 91.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060071F2MUNNBI, Location: 1.5 MILES SOUTH OF ST 20 (Lat: 42.126150, Lng: -72.006067), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: H 15, Features Intersected: WATER CADY BROOK, Facility Carried by Structure: HWY SNAKE HLL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $20,000, Total Project Cost: $298,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060081F4MUNNBI, Location: 100 FT EAST OF BLOOD ST (Lat: 42.087628, Lng: -71.986139), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,040 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 1,642 (year 2028), Design Load: H 15, Features Intersected: WATER KEENAN BROOK, Facility Carried by Structure: HWY SAUNDERSDALE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C0601121LMHD634, Location: .3MI. N. OF CEMETARY RD. (Lat: 42.178703, Lng: -71.957947), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 260 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 411 (year 2029), Design Load: H 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY GOULD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.448, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.1m (56.1ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.0m, Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.4m (37.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $307,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C0601221HMHD634, Location: 1.4MI. S.W. OF OXFORD T.L (Lat: 42.175317, Lng: -71.935864), Route carried "on" structure: City street , Year Built: 1914, Year Reconstructed: 1985, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 6,240 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 9,855 (year 2027), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY STAFFORD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.954, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.90m (6.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $98,000, Roadway Improvement Cost: $10,000, Total Project Cost: $148,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: C0601321KMHD634, Location: .5MI E. OF ST.31 (Lat: 42.172742, Lng: -71.968056), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1942, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 790 (year 2028), Features Intersected: RR CSX, Facility Carried by Structure: HWY JONES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $279,000, Roadway Improvement Cost: $28,000, Total Project Cost: $419,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: C0601421JMHD634, Location: ST31 NEWSPENCR RD/CONRAIL (Lat: 42.174167, Lng: -71.978494), Route carried "on" structure: State highway 31, Year Built: 1954, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 10,000 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 15,793 (year 2027), Design Load: H 20, Features Intersected: RR CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 15.1m (49.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $459,000, Roadway Improvement Cost: $46,000, Total Project Cost: $689,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060151Y7MHDNBI, Location: 1.3MI.N.OF SOUTHBRIDG TL. (Lat: 42.119042, Lng: -72.009492), Route carried "on" structure: State highway 169, Year Built: 1948, Year Reconstructed: 1956, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 18,150 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 28,664 (year 2027), Design Load: H 20, Features Intersected: WATER CADY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.587, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2006, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $238,000, Roadway Improvement Cost: $24,000, Total Project Cost: $358,000 ( Estimate for 2006) Find on map >>
Structure Number: C060161Y6MHDNBI, Location: .6MI.N.OFSOUTHBRIDGE T.L. (Lat: 42.110367, Lng: -72.014033), Route carried "on" structure: State highway 169, Year Built: 1956, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 16,850 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 26,611 (year 2027), Design Load: H 20, Features Intersected: WATER CADY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.493, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $404,000, Roadway Improvement Cost: $41,000, Total Project Cost: $607,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C060171F5MUNNBI, Location: 0.3MI N OF RT20 (Lat: 42.156875, Lng: -71.915556), Route carried "on" structure: City street , Year Built: 1979, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 300 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 474 (year 2028), Features Intersected: WATER LITTLE RIVER, Facility Carried by Structure: HWY OXBOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 52.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $142,000, Roadway Improvement Cost: $15,000, Total Project Cost: $214,000 ( Estimate for 2006) Find on map >>
Structure Number: C060181Y8MHDNBI, Location: .5 MI.STH OF U.S.20 (Lat: 42.138764, Lng: -71.999558), Route carried "on" structure: State highway 169, Year Built: 1947, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 16,000 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 25,269 (year 2027), Design Load: H 20, Features Intersected: WATER ASHWORTH BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.904, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 51.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $177,000, Roadway Improvement Cost: $18,000, Total Project Cost: $266,000 ( Estimate for 2006) Find on map >>
Structure Number: C060191LFMHDNBI, Location: 50 FT. E. OF ST-169 (Lat: 42.144575, Lng: -71.994453), Route carried "on" structure: US 20, Year Built: 1957, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 19,000 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 30,007 (year 2028), Design Load: H 20, Features Intersected: WATER CADY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 159.900, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.8m (55.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.8m (55.1ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $465,000, Roadway Improvement Cost: $47,000, Total Project Cost: $698,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060231LEMHDNBI, Location: .5 MI.WST.OF OXFORD T.L. (Lat: 42.154203, Lng: -71.913219), Route carried "on" structure: US 20, Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 29,000 (year 2008), Truck Traffic: 15%, Average Future Daily Traffic: 45,800 (year 2028), Design Load: H 20, Features Intersected: WATER LITTLE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2008, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $55,000, Total Project Cost: $811,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C060241F1MUNNBI, Location: 1MI W OF RT31 N OF SNDSDL (Lat: 42.090483, Lng: -71.986033), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2028), Design Load: H 15, Features Intersected: WATER KEENAN BROOK, Facility Carried by Structure: HWY BLOOD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 64.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $175,000, Roadway Improvement Cost: $18,000, Total Project Cost: $263,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060271F0MUNNBI, Location: .3 MI N OF SAUNDERDALE RD (Lat: 42.092842, Lng: -71.986078), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 150 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 237 (year 2028), Design Load: H 15, Features Intersected: WATER KEENAN BROOK, Facility Carried by Structure: HWY BLOOD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 71.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $415,000, Roadway Improvement Cost: $42,000, Total Project Cost: $623,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060291F3MUNNBI, Location: .3 MI W OF EST BAYLIES RD (Lat: 42.104753, Lng: -71.982572), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 130 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 205 (year 2027), Design Load: H 15, Features Intersected: WATER KEENAN BROOK, Facility Carried by Structure: HWY MCINTYRE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 68.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $136,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C060364L7MTANBI, Location: .2 MI N. US 20 J1 (Lat: 42.151194, Lng: -71.992775), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 72,808 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 114,986 (year 2028), Design Load: HS 20, Features Intersected: HWY BROOKFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.445, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Other Special Inspection Date: January 2008, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $50,000, Total Project Cost: $739,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060364L8MTANBI, Location: .2 MI N. US 20 J1 (Lat: 42.151361, Lng: -71.992947), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 72,808 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 114,986 (year 2028), Design Load: HS 20, Features Intersected: HWY BROOKFIELD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.445, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 12 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.2m (56.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $50,000, Total Project Cost: $739,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060374L5MTANBI, Location: .2 MI N. US20 J2 (Lat: 42.152319, Lng: -71.986261), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 72,808 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 114,986 (year 2028), Design Load: HS 20, Features Intersected: ST 31 CITY DEPOT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.928, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,926,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,890,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C060374L6MTANBI, Location: .2 MI N. US20 J2 (Lat: 42.152525, Lng: -71.986200), Route carried "on" structure: Interstate 90, Year Built: 1957, Year Reconstructed: 1986, Status: Open, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 72,808 (year 1997), Truck Traffic: 12%, Average Future Daily Traffic: 114,986 (year 2028), Design Load: HS 20, Features Intersected: ST 31 CITY DEPOT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.928, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 15.2m (49.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,926,000, Roadway Improvement Cost: $193,000, Total Project Cost: $2,890,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C060384L4MTANBI, Location: .4 MI W. ST 31 J3 (Lat: 42.152875, Lng: -71.979194), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 2,200 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 3,474 (year 2029), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY STAFFORD ST Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 133.572, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.30m (27.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,823,000, Roadway Improvement Cost: $183,000, Total Project Cost: $2,735,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060394L3MTANBI, Location: .8 MI E ST 31 J4 (Lat: 42.153400, Lng: -71.971758), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 2,700 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 4,264 (year 2029), Design Load: HS 20, Features Intersected: I 90, Facility Carried by Structure: HWY DEPOT RD Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 134.216, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.40m (27.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,548,000, Roadway Improvement Cost: $155,000, Total Project Cost: $2,323,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C060404L2MTANBI, Location: 1.4 MI W OXFORD TWN LN J5 (Lat: 42.159822, Lng: -71.955292), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 158 (year 2029), Design Load: H 20, Features Intersected: I 90, Facility Carried by Structure: HWY NORTHSIDE RD Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 135.664, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.20m (26.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $1,979,000, Roadway Improvement Cost: $198,000, Total Project Cost: $2,969,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C060414L1MTANBI, Location: 1.3 MI W OXFORD TWN LN J6 (Lat: 42.167697, Lng: -71.937992), Route carried "on" structure: Interstate 90, Year Built: 1957, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 2,200 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 3,474 (year 2029), Design Load: H 20, Features Intersected: I 90, Facility Carried by Structure: HWY HAMMOND HILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.434, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 7.3m (24.0ft), Skew: 7 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $2,928,000, Roadway Improvement Cost: $293,000, Total Project Cost: $4,393,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C060421F7MUNNBI, Location: .2MI. S. OF SOUTHBRDG RD. (Lat: 42.092500, Lng: -71.916389), Route carried "on" structure: City street , Year Built: 1960, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 130 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 205 (year 2028), Features Intersected: WATER PRPNT MEDW OUT, Facility Carried by Structure: HWY BEACH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.0m (13.1ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 68.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C060431F8MUNNBI, Location: 1.4MI. W. OF DRESSERHILL (Lat: 42.083464, Lng: -71.989694), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 600 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2028), Features Intersected: WATER DEANS BROOK, Facility Carried by Structure: HWY SANDERSDALE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $28,000, Roadway Improvement Cost: $3,000, Total Project Cost: $43,000 ( Estimate for 2006) Find on map >>
Structure Number: C060384L4MTANBI, Location: .2MI.W.DEPOT RD (Lat: 42.150000, Lng: -71.983333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 32,545 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY STAFFORD ST Minimum Vertical Clearance: 4.29m (14.07ft), Kilometerpoint: 133.572, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: C060384L4MTANBI, Location: .2MI.W.DEPOT RD (Lat: 42.150000, Lng: -71.983333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 32,573 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY STAFFORD ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 133.572, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: C060394L3MTANBI, Location: .3MI.N.STURBRIDGE RD (Lat: 42.150000, Lng: -71.966667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 32,545 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY N MAIN ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 134.216, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: C060394L3MTANBI, Location: .3MI.N.STURBRIDGE RD (Lat: 42.150000, Lng: -71.966667), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.32m (27.30ft), Average Daily Traffic: 32,573 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY N MAIN ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 134.216, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: C060404L2MTANBI, Location: .2MI.S.STAFFORD ST (Lat: 42.166667, Lng: -71.950000), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 32,545 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY NORTHSIDE RD Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 135.664, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: C060404L2MTANBI, Location: .2MI.S.STAFFORD ST (Lat: 42.166667, Lng: -71.950000), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 8.11m (26.61ft), Average Daily Traffic: 32,573 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY NORTHSIDE RD Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 135.664, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >>
Structure Number: C060414L1MTANBI, Location: .1MI.S.STAFFORD ST (Lat: 42.166667, Lng: -71.933333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 32,545 (year 0 ), Features Intersected: I 90 EB, Facility Carried by Structure: HWY HAMND HLL RD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 137.434, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: C060414L1MTANBI, Location: .1MI.S.STAFFORD ST (Lat: 42.166667, Lng: -71.933333), Route carried "under" structure: Interstate 90, Year Built: 1957, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 32,573 (year 0 ), Features Intersected: I 90 WB, Facility Carried by Structure: HWY HAMND HLL RD Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 137.434, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Discuss this city on our hugely popular Massachusetts forum Back to: Charlton, MA, Massachusetts, All US cities.
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