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Bridge Statistics for Middleborough, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Middleborough, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 43 Total length: 201 meters (659ft) Total costs: $42,530,000 Total average daily traffic: 709,053 Total average daily truck traffic: 54,840 National Bridge Inventory (NBI) Registered Bridges for Middleborough
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: M180074BVMHD634, Location: 1.5 M E OF RTE 18 (Lat: 41.926669, Lng: -70.934947), Route carried "on" structure: City street , Year Built: 1977, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 2,400 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 3,790 (year 2028), Design Load: H 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY PLYMOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.667, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft) 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: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $278,000, Roadway Improvement Cost: $28,000, Total Project Cost: $418,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M18008429MUNNBI, Location: JUST W OF SUMMER ST (Lat: 41.933486, Lng: -70.924192), Route carried "on" structure: City street , Year Built: 1912, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,600 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 2,527 (year 2027), Features Intersected: WATER NEMASKET RIVER, Facility Carried by Structure: HWY MURDOCK ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.287, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.2 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $16,000, Total Project Cost: $238,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M180099K5MUNNBI, Location: 1 M E OF SUMMER ST (Lat: 41.921667, Lng: -70.920000), Route carried "on" structure: City street , Year Built: 1850, Status: Closed, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 650 (year 2003), Average Future Daily Traffic: 1,027 (year 2028), Features Intersected: WATER NEMASKET RIVER, Facility Carried by Structure: HWY PLYMOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.793, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 2.4m (7.9ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Deck: Imminent failure, Superstructure: Imminent failure, Substructure: Serious, Channel: Satisfactory, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 6 months, Inspection Date: August 2007, Bridge Improvement Cost: $907,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,361,000 ( Estimate for 2006), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M180104BWMHD634, Location: ADACENT TO JCT EVERETT ST (Lat: 41.911906, Lng: -70.927636), Route carried "on" structure: City street , Year Built: 1995, Status: Open, Structure Length: 4.33m (14.21ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 790 (year 2028), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY CROSS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 54.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.40m (14.44ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $924,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,387,000 ( 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: M18012427MUNNBI, Location: JUST SW OF RTE 44 (Lat: 41.906425, Lng: -70.913675), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 2.57m (8.43ft), Average Daily Traffic: 2,500 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,948 (year 2027), Design Load: HS 20, Features Intersected: WATER NEMASKET RIVER, Facility Carried by Structure: HWY NEMASKET ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.9m (29.2ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 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: M180144BXMHD634, Location: .6 MI W OF MAIN ST (Lat: 41.894314, Lng: -70.920375), Route carried "on" structure: City street , Year Built: 1899, Year Reconstructed: 1997, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 11,500 (year 2007), Truck Traffic: 11%, Average Future Daily Traffic: 18,162 (year 2028), Design Load: HS 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY CENTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $32,000, Total Project Cost: $478,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M180154BYMHD634, Location: JUST S OF JCT VINE ST (Lat: 41.887864, Lng: -70.922831), Route carried "on" structure: State highway 28, Year Built: 1850, Year Reconstructed: 1949, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 21,200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 33,481 (year 2028), Design Load: H 20, Features Intersected: RR MBTA/CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 136.372, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.7m (94.2ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 52.2 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: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,156,000, Roadway Improvement Cost: $116,000, Total Project Cost: $1,735,000 ( 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: M180164C0MHD634, Location: JUST NO OF ELM ST (Lat: 41.887206, Lng: -70.921225), Route carried "on" structure: State highway 28, Year Built: 1850, Year Reconstructed: 1949, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 21,200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 33,481 (year 2028), Design Load: H 20, Features Intersected: RR MBTA/BCRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 137.840, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.1m (59.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 36.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $517,000, Roadway Improvement Cost: $52,000, Total Project Cost: $776,000 ( 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: M18017463MHDNBI, Location: .25 MI W OF RTE 28 (Lat: 41.882336, Lng: -70.921972), Route carried "on" structure: Interstate 495, Year Built: 1958, Year Reconstructed: 1987, Status: Open, Structure Length: 5.55m (18.21ft), Average Daily Traffic: 60,000 (year 2007), Truck Traffic: 16%, Average Future Daily Traffic: 94,758 (year 2028), Design Load: HS 20, Features Intersected: COMB ST105 & MBTA/BCRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.970, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 39.7m (130.2ft), Out-to-Out Width: 40.7m (133.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $4,069,000, Roadway Improvement Cost: $407,000, Total Project Cost: $6,104,000 ( Estimate for 2007), 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: M180184AKMHDNBI, Location: .5 MI S OF RTE 105 (Lat: 41.882847, Lng: -70.909189), Route carried "on" structure: State highway 28, Year Built: 1930, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 12,800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 20,215 (year 2028), Design Load: H 20, Features Intersected: WATER NEMASKET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 134.924, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.4 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $320,000, Roadway Improvement Cost: $33,000, Total Project Cost: $481,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M180204BUMHD634, Location: .5 M S OF ST 28 (Lat: 41.873733, Lng: -70.907581), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1967, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,200 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,054 (year 2027), Design Load: H 20, Features Intersected: RR MBTA/CSX, Facility Carried by Structure: HWY WOOD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $21,000, Total Project Cost: $302,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M1802249YMHDNBI, Location: 1.3 M S OF RTE 44 (Lat: 41.896094, Lng: -70.898158), Route carried "on" structure: State highway 105, Year Built: 1926, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7,900 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 12,476 (year 2027), Design Load: H 20, Features Intersected: WATER NEMASKET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.988, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $326,000, Roadway Improvement Cost: $33,000, Total Project Cost: $490,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M18026428MUNNBI, Location: .2 MI SE OF RTE 105 (Lat: 41.890225, Lng: -70.904908), Route carried "on" structure: City street , Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 7,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 11,845 (year 2027), Features Intersected: WATER NEMASKET RIVER, Facility Carried by Structure: HWY WAREHAM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.7m (12.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 13.2m (43.3ft) Condition: Channel: Good, Culverts: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.50m (1.64ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2006, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( Estimate for 2006) Find on map >>
Structure Number: M180294AGMHDNBI, Location: ADJACENT TO I-495 (Lat: 41.868897, Lng: -70.890211), Route carried "on" structure: City street , Year Built: 1957, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 18%, Average Future Daily Traffic: 3,159 (year 2028), Design Load: H 20, Features Intersected: WATER FALL BROOK, Facility Carried by Structure: HWY CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.993, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft) Condition: Channel: Fair, Culverts: Fair, 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2007, Underwater Inspection Date: April 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $13,000, Total Project Cost: $188,000 ( Estimate for 2006) Find on map >>
Structure Number: M1804147CMHDNBI, Location: AT MIDDLEBORO RAYNHAM TL (Lat: 41.923633, Lng: -70.997103), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 31,700 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 50,064 (year 2028), Design Load: H 20, Features Intersected: WATER TAUNTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Serious, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 6 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: October 2007, Underwater Inspection Date: May 2007, Other Special Inspection Date: October 2007, Bridge Improvement Cost: $1,254,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,882,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M1804147EMHDNBI, Location: AT MIDDLEBORO RAYNHAM TL (Lat: 41.923483, Lng: -70.997261), Route carried "on" structure: Interstate 495, Year Built: 1962, Status: Open, Structure Length: 5.18m (16.99ft), Average Daily Traffic: 31,700 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 50,064 (year 2028), Design Load: H 20, Features Intersected: WATER TAUNTON RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.262, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 45.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.20m (17.06ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2007, Underwater Inspection Date: May 2007, Bridge Improvement Cost: $1,254,000, Roadway Improvement Cost: $126,000, Total Project Cost: $1,882,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M180424AYMHDNBI, Location: 0.5 M S OF RAYNHAM TL (Lat: 41.918800, Lng: -70.990194), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 1,700 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,685 (year 2028), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY VERNON ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.610, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Operating Rating: 47.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.90m (39.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $2,698,000, Roadway Improvement Cost: $270,000, Total Project Cost: $4,048,000 ( 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: M180434AAMHDNBI, Location: .4 M S OF RTE 28 (Lat: 41.868481, Lng: -70.890333), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 1992, Status: Open, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 1,700 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 2,685 (year 2027), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.5m (77.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 33.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.30m (23.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,642,000, Roadway Improvement Cost: $165,000, Total Project Cost: $2,464,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M18044461MHDNBI, Location: 1.8 M S OF RTE 105 (Lat: 41.868903, Lng: -70.891100), Route carried "on" structure: Interstate 495, Year Built: 1957, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 68,400 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 108,024 (year 2028), Design Load: H 20, Features Intersected: WATER FALL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.057, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 52.7m (172.9ft), Out-to-Out Width: 54.4m (178.5ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 49.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $894,000, Roadway Improvement Cost: $90,000, Total Project Cost: $1,342,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: M180454C1MHD634, Location: .5 M W OF RTE 28 (Lat: 41.867864, Lng: -70.890508), Route carried "on" structure: City street , Year Built: 1957, Year Reconstructed: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 3,000 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 4,738 (year 2029), Design Load: H 20, Features Intersected: RR BCRR, Facility Carried by Structure: HWY CHERRY ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.805, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $27,000, Total Project Cost: $400,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M180474AXMHDNBI, Location: 1.0 M S OF RTE 105 (Lat: 41.875381, Lng: -70.904867), Route carried "on" structure: Other road , Year Built: 1958, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 4,400 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 6,949 (year 2027), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY WOOD ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 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: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.2 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: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,483,000, Roadway Improvement Cost: $149,000, Total Project Cost: $2,225,000 ( 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: M18048ADTMHDNBI, Location: 3 M W OF LAKEVILLE TL (Lat: 41.850000, Lng: -70.851389), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 5.43m (17.81ft), Average Daily Traffic: 2,200 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 3,474 (year 2027), Design Load: HS 20, Features Intersected: I 495, Facility Carried by Structure: HWY MILLER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.7m (87.6ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 78.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.50m (18.04ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $849,000, Roadway Improvement Cost: $85,000, Total Project Cost: $1,274,000 ( 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: M18049460MHDNBI, Location: 3 M W OF CARVER TL (Lat: 41.846467, Lng: -70.850383), Route carried "on" structure: Interstate 495, Year Built: 1958, Status: Open, Structure Length: 5.88m (19.29ft), Average Daily Traffic: 38,900 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 61,435 (year 2027), Design Load: H 20, Features Intersected: ST 28 WAREHAM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.239, Lanes on structure: 6, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 24 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 38.6m (126.6ft), Out-to-Out Width: 40.1m (131.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.90m (19.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $43,000, Total Project Cost: $635,000 ( Estimate for 2007), 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: M18050464MHDNBI, Location: .75 M N OF RTE 495 / 105 (Lat: 41.886358, Lng: -70.931744), Route carried "on" structure: Interstate 495, Year Built: 1958, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 80,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 126,344 (year 2028), Design Load: H 20, Features Intersected: RR MBTA/CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.348, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 22.6m (74.1ft), Skew: 26 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 37.9m (124.3ft), Out-to-Out Width: 38.9m (127.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $209,000, Roadway Improvement Cost: $21,000, Total Project Cost: $314,000 ( Estimate for 2007), 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: M18051462MHDNBI, Location: 1 M S OF RTE 495 / 105 (Lat: 41.878464, Lng: -70.912208), Route carried "on" structure: Interstate 495, Year Built: 1958, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 36,267 (year 2006), Average Future Daily Traffic: 57,276 (year 2027), Design Load: H 20, Features Intersected: WATER NEMASKET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.346, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 37.2m (122.0ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 37.2m (122.0ft), Out-to-Out Width: 39.0m (128.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 42.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2006, Underwater Inspection Date: April 2007, Bridge Improvement Cost: $975,000, Roadway Improvement Cost: $98,000, Total Project Cost: $1,463,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M1805247DMHDNBI, Location: 1 M S OF RTE 44 / 495 (Lat: 41.898386, Lng: -70.959225), Route carried "on" structure: State highway 18, Year Built: 1958, Year Reconstructed: 1987, Status: Open, Structure Length: 9.66m (31.69ft), Average Daily Traffic: 15,176 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 23,967 (year 2028), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.233, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, 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: 9.70m (31.82ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $1,995,000, Roadway Improvement Cost: $200,000, Total Project Cost: $2,993,000 ( 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: M1805345DMHDNBI, Location: .1 M N OF RTE 18 / 495 (Lat: 41.902503, Lng: -70.965533), Route carried "on" structure: US 44, Year Built: 1958, Year Reconstructed: 1988, Status: Open, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 38,600 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 60,961 (year 2029), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.037, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 29.9m (98.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 18.7m (61.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 43.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.80m (28.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $2,938,000, Roadway Improvement Cost: $294,000, Total Project Cost: $4,408,000 ( 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: M1805445CMHDNBI, Location: .5 M W OF EVERETT ST (Lat: 41.906644, Lng: -70.925069), Route carried "on" structure: US 44, Year Built: 1963, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 22,600 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 35,692 (year 2027), Design Load: H 20, Features Intersected: RR MBTA/CSX Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.903, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $155,000, Roadway Improvement Cost: $16,000, Total Project Cost: $233,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M1805545BMHDNBI, Location: .5 M S OF RTE 44 / RR (Lat: 41.907481, Lng: -70.915533), Route carried "on" structure: US 44, Year Built: 1963, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 13,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 21,794 (year 2027), Design Load: H 20, Features Intersected: WATER NEMASKET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.301, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 89.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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: June 2006, Bridge Improvement Cost: $305,000, Roadway Improvement Cost: $31,000, Total Project Cost: $458,000 ( Estimate for 2006) Find on map >>
Structure Number: M1805645XMHDNBI, Location: 2 M N OF ROCHESTER TL (Lat: 41.824656, Lng: -70.809083), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 22,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,534 (year 2027), Design Load: H 20, Features Intersected: HWY PINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.894, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $63,000, Total Project Cost: $941,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M1805645YMHDNBI, Location: 2 M N OF ROCHESTER TL (Lat: 41.824572, Lng: -70.809339), Route carried "on" structure: Interstate 495, Year Built: 1964, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 22,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,534 (year 2027), Design Load: H 20, Features Intersected: HWY PINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.894, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $627,000, Roadway Improvement Cost: $63,000, Total Project Cost: $941,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M1805745AMHDNBI, Location: 1 MI NW OF CARVER TL (Lat: 41.917136, Lng: -70.842075), Route carried "on" structure: US 44, Year Built: 1968, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 13,800 (year 2008), Truck Traffic: 10%, Average Future Daily Traffic: 21,794 (year 2029), Design Load: H 20, Features Intersected: HWY CARMEL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.576, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Satisfactory, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $133,000, Roadway Improvement Cost: $14,000, Total Project Cost: $200,000 ( 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: M18060441MUNNBI, Location: .1 MI E OF LAKEVILLE (Lat: 41.814606, Lng: -70.898794), Route carried "on" structure: City street , Year Built: 1910, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,160 (year 2006), Truck Traffic: 15%, Average Future Daily Traffic: 1,832 (year 2027), Features Intersected: WATER POCKSHA POND, Facility Carried by Structure: HWY LONG PT RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Masonry, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.9m (9.5ft) Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 34.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 26 months, Inspection Date: November 2006, Underwater Inspection Date: November 2006, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $15,000, Total Project Cost: $224,000 ( Estimate for 2006) Find on map >>
Structure Number: M180424AYMHDNBI, Location: 0.5 M S OF RAYNHAM TL (Lat: 41.916667, Lng: -70.983333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 10,000 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY VERNON ST Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 4.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: M180424AYMHDNBI, Location: 0.5 M S OF RAYNHAM TL (Lat: 41.916667, Lng: -70.983333), Route carried "under" structure: Interstate 495, Year Built: 1962, Structure Length: 11.80m (38.71ft), Average Daily Traffic: 10,000 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY VERNON ST Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 4.345, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: M180434AAMHDNBI, Location: 0.3 M W OF RTE 105 (Lat: 41.866667, Lng: -70.883333), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY CHERRY ST Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 7.338, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.5m (77.1ft) Find on map >>
Structure Number: M180434AAMHDNBI, Location: 0.3 M W OF RTE 105 (Lat: 41.866667, Lng: -70.883333), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY CHERRY ST Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 7.338, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.8m (78.1ft) Find on map >>
Structure Number: M180474AXMHDNBI, Location: 1.0 M S OF RTE 105 (Lat: 41.883333, Lng: -70.900000), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: HWY WOOD ST Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.589, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: M180474AXMHDNBI, Location: 1.0 M S OF RTE 105 (Lat: 41.883333, Lng: -70.900000), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: HWY WOOD ST Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.589, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.6m (74.1ft) Find on map >>
Structure Number: M1805247DMHDNBI, Location: 1.0 M S OF RTE 44 / 495 (Lat: 41.900000, Lng: -70.966667), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: ST 18 BEDFORD ST Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.756, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: M1805247DMHDNBI, Location: 1.0 M S OF RTE 44 / 495 (Lat: 41.900000, Lng: -70.966667), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: ST 18 BEDFORD ST Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.756, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft) Find on map >>
Structure Number: M1805345DMHDNBI, Location: 1.0 M N OF RTE 18 / 495 (Lat: 41.900000, Lng: -70.966667), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 NB, Facility Carried by Structure: US 44 HARDING ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Find on map >>
Structure Number: M1805345DMHDNBI, Location: 1.0 M N OF RTE 18 / 495 (Lat: 41.900000, Lng: -70.966667), Route carried "under" structure: Interstate 495, Year Built: 1958, Structure Length: 8.72m (28.61ft), Average Daily Traffic: 10,500 (year 0 ), Features Intersected: I 495 SB, Facility Carried by Structure: US 44 HARDING ST Minimum Vertical Clearance: 4.27m (14.01ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft) Discuss this city on our hugely popular Massachusetts forum Back to: Middleborough, MA, Massachusetts, All US cities.
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