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Bridge Statistics for Mansfield, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Mansfield, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 32 Total length: 104 meters (341ft) Total costs: $26,594,000 Total average daily traffic: 661,985 Total average daily truck traffic: 45,207 National Bridge Inventory (NBI) Registered Bridges for Mansfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: M030013JHMUNNBI, Location: 2 MI W OF ST140 (Lat: 42.024042, Lng: -71.219511), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1934, Status: Temporarily open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 6,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 9,476 (year 2028), Features Intersected: WATER WADING RIVER, Facility Carried by Structure: HWY WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.704, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 81.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2007, Underwater Inspection Date: Febuary 2008, Bridge Improvement Cost: $545,000, Roadway Improvement Cost: $55,000, Total Project Cost: $818,000 ( 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: M030033JFMUNNBI, Location: .4 MI NE OF GILBERT ST (Lat: 42.000042, Lng: -71.260614), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1935, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 2,600 (year 2007), Truck Traffic: 14%, Average Future Daily Traffic: 4,106 (year 2028), Features Intersected: WATER WADING RIVER, Facility Carried by Structure: HWY BALCOM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.8m (22.3ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, 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 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $110,000, Roadway Improvement Cost: $12,000, Total Project Cost: $166,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M030043LGMUNNBI, Location: 1 MI SE OF JCT SCHOOL ST (Lat: 41.989447, Lng: -71.255200), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1934, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 3,159 (year 2028), Features Intersected: WATER WADING RIVER, Facility Carried by Structure: HWY OTIS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $149,000, Roadway Improvement Cost: $15,000, Total Project Cost: $224,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M0300740FMHD634, Location: .6 MI NW OF NORTON T.L. (Lat: 41.984808, Lng: -71.254636), Route carried "on" structure: City street , Year Built: 1876, Year Reconstructed: 1997, Status: Open, Structure Length: 1.42m (4.66ft), Average Daily Traffic: 3,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 4,738 (year 2028), Design Load: HS 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY GILBERT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.6m (44.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $44,000, Total Project Cost: $647,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Internally Sealed Find on map >>
Structure Number: M030133P2MHDNBI, Location: .37 MI. NO. OF NORTON TL. (Lat: 41.996764, Lng: -71.211469), Route carried "on" structure: State highway 140, Year Built: 1928, Year Reconstructed: 1993, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 8,500 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 13,424 (year 2028), Design Load: HS 20, Features Intersected: WATER RUMFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 52.109, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 24.8m (81.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: March 2005, Bridge Improvement Cost: $14,000, Roadway Improvement Cost: $2,000, Total Project Cost: $22,000 ( 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: M03014ALEMHD634, Location: .8 MI SW OF WILLOW ST (Lat: 42.010228, Lng: -71.236025), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 12,000 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 18,952 (year 2028), Design Load: HS 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY SCHOOL ST Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.8m (104.3ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 99.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 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: M03015AMCMHD634, Location: .3 MI SE OF SCHOOL ST. (Lat: 41.999408, Lng: -71.243933), Route carried "on" structure: City street , Year Built: 2005, Status: Open, Structure Length: 5.28m (17.32ft), Average Daily Traffic: 9,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 14,214 (year 2028), Design Load: HS 20, Features Intersected: RR AMTRAK/MBTA, Facility Carried by Structure: HWY ELM ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 66.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: M030173LHMUNNBI, Location: 0.2 MI. N. OF RT. 106 (Lat: 42.035550, Lng: -71.218722), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 5,000 (year 2007), Truck Traffic: 23%, Average Future Daily Traffic: 7,896 (year 2028), Design Load: H 20, Features Intersected: HWY N MAIN ST, Facility Carried by Structure: HWY MANSFLD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Lanes under structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.9 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: Better than present minimum criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $59,000, Total Project Cost: $874,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M030183XQMHDNBI, Location: NEXT TO RAIL; OLD RTE 140 (Lat: 42.025436, Lng: -71.226108), Route carried "on" structure: Other road , Year Built: 1954, Status: Posted for load, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 300 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 474 (year 2029), Design Load: H 20, Features Intersected: HWY COPLAND DR, Facility Carried by Structure: HWY GEORGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 30.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $42,000, Total Project Cost: $620,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M030223JJMUNNBI, Location: .3 MI WEST OF FRANKLIN ST (Lat: 42.048906, Lng: -71.197247), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 4,000 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 4,738 (year 2029), Design Load: H 20, Features Intersected: WATER CANOE RIVER, Facility Carried by Structure: HWY MAPLE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Out-to-Out Width: 24.5m (80.4ft) 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $187,000, Roadway Improvement Cost: $19,000, Total Project Cost: $281,000 ( Estimate for 2006) Find on map >>
Structure Number: M030253QYMHDNBI, Location: .7 MI SW OF I 495 (Lat: 42.018789, Lng: -71.267625), Route carried "on" structure: Interstate 95, Year Built: 1962, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 51,000 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 80,544 (year 2028), Design Load: HS 20, Features Intersected: WATER WADING RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.453, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 63.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Internally Sealed Find on map >>
Structure Number: M030253R0MHDNBI, Location: .7 MI SW OF I 495 (Lat: 42.019233, Lng: -71.268142), Route carried "on" structure: Interstate 95, Year Built: 1962, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 51,000 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 80,544 (year 2028), Design Load: HS 20, Features Intersected: WATER WADING RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.453, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 70.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than 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, Underwater Inspection Frequency: Every 48 months, Inspection Date: June 2007, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000 ( Estimate for 2007), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy, Deck Protection: Internally Sealed Find on map >>
Structure Number: M030263XRMHDNBI, Location: .1 E OF FOXBORO T.L. (Lat: 42.022869, Lng: -71.261897), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: H 20, Features Intersected: I 95 NB, Facility Carried by Structure: HWY GROVE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, 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: 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: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $725,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,088,000 ( 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: M030263XTMHDNBI, Location: .1 M E OF FOXBORO TL (Lat: 42.023400, Lng: -71.262389), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 785 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 1,240 (year 2028), Design Load: H 20, Features Intersected: I 95 SB, Facility Carried by Structure: HWY GROVE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, 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, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Good, Superstructure: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.70m (15.42ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $725,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,088,000 ( 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: M030273RJMHDNBI, Location: I 495 AT I 95 (Lat: 42.026117, Lng: -71.257019), Route carried "on" structure: Interstate 495, Year Built: 1965, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 42,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 66,331 (year 2027), Design Load: H 20, Features Intersected: I 95 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.025, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,660,000 ( 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: M030273RKMHDNBI, Location: I 495 AT I 95 (Lat: 42.025983, Lng: -71.257219), Route carried "on" structure: Interstate 495, Year Built: 1965, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 42,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 66,331 (year 2027), Design Load: H 20, Features Intersected: I 95 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.025, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 17.7m (58.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.8 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: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $1,106,000, Roadway Improvement Cost: $111,000, Total Project Cost: $1,660,000 ( 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: M030283XUMHDNBI, Location: .4 MI NW OF I 95 (Lat: 42.024081, Lng: -71.252514), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 6,500 (year 2008), Truck Traffic: 3%, Average Future Daily Traffic: 12,319 (year 2027), Design Load: H 20, Features Intersected: I 495, Facility Carried by Structure: HWY WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.506, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 36.0m (118.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.8m (45.3ft) 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: 7.40m (24.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $77,000, Total Project Cost: $1,142,000 ( 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: M030293P3MHDNBI, Location: 1.5 MI NW OF I 495 (Lat: 42.019581, Lng: -71.229389), Route carried "on" structure: State highway 140, Year Built: 1980, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 29,000 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 45,800 (year 2028), Design Load: HS 20, Features Intersected: RR AMTRAK/MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 55.843, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 24 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 26.8m (87.9ft), Out-to-Out Width: 36.9m (121.1ft) 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $18,000, Total Project Cost: $268,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M030303RCMHDNBI, Location: 2 MI E OF I 95 (Lat: 42.011900, Lng: -71.233269), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 35,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 55,276 (year 2027), Design Load: H 20, Features Intersected: HWY SCHOOL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.532, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $870,000, Roadway Improvement Cost: $88,000, Total Project Cost: $1,306,000 ( 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: M030303RDMHDNBI, Location: 2.0 MI E OF I 95 (Lat: 42.012078, Lng: -71.233153), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 35,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 55,276 (year 2027), Design Load: H 20, Features Intersected: HWY SCHOOL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.532, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 56.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 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: Meets minimum limits, Approach Roadway Alignment: Superior 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: $990,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,486,000 ( 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: M030313P4MHDNBI, Location: 2.2 MI. S.E. OF I-95 (Lat: 42.006161, Lng: -71.224778), Route carried "on" structure: State highway 140, Year Built: 1978, Status: Open, Structure Length: 12.80m (41.99ft), Average Daily Traffic: 25,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 39,482 (year 2028), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.910, Lanes on structure: 4, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 23 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.6m (97.1ft) Condition: Deck: Fair, 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: Superior to present desirable criteria, Length Of Structure Improvement: 12.90m (42.32ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $682,000, Roadway Improvement Cost: $69,000, Total Project Cost: $1,024,000 ( 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: M030323REMHDNBI, Location: .1 MI SW OF OLD ST 140 (Lat: 42.001342, Lng: -71.215058), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40,000 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 63,172 (year 2027), Design Load: H 20, Features Intersected: WATER RUMFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.601, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 35.1m (115.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 37.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.8 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $201,000, Roadway Improvement Cost: $21,000, Total Project Cost: $302,000 ( 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: M030323RFMHDNBI, Location: .1 MI SW OF OLD ST 140 (Lat: 42.002103, Lng: -71.214794), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 40,000 (year 2008), Truck Traffic: 7%, Average Future Daily Traffic: 63,172 (year 2027), Design Load: HS 20, Features Intersected: WATER RUMFORD RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.601, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 35.1m (115.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 35.0m (114.8ft), Out-to-Out Width: 57.0m (187.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 36.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $782,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,174,000 ( 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: M030333XVMHDNBI, Location: 3 MI S.E. OF I-95 (Lat: 42.000750, Lng: -71.211689), Route carried "on" structure: State highway 140, Year Built: 1978, Status: Open, Structure Length: 8.96m (29.40ft), Average Daily Traffic: 25,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 39,482 (year 2028), Design Load: H 20, Features Intersected: I 495 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 32 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 44.8m (147.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 21.1m (69.2ft) Condition: Deck: Poor, Superstructure: Good, Substructure: Fair, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.00m (29.53ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $3,175,000, Roadway Improvement Cost: $318,000, Total Project Cost: $4,763,000 ( 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: M030343RGMHDNBI, Location: 1.9 MI E OF I 95 (Lat: 42.013156, Lng: -71.234747), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 63,172 (year 2028), Design Load: HS 20, Features Intersected: COMB FORBS BV&AMTK/MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.693, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,760,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,641,000 ( 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: M030343RHMHDNBI, Location: 1.9 MI E OF I 95 (Lat: 42.012972, Lng: -71.234864), Route carried "on" structure: Interstate 495, Year Built: 1978, Status: Open, Structure Length: 5.58m (18.31ft), Average Daily Traffic: 40,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 63,172 (year 2028), Design Load: HS 20, Features Intersected: COMB FORBS BV&AMTK/MBTA Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.693, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.3m (96.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,760,000, Roadway Improvement Cost: $177,000, Total Project Cost: $2,641,000 ( 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: M030353LJMUNNBI, Location: 0.1 MI W OF RUMFOR AVE (Lat: 42.028389, Lng: -71.221003), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 900 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 1,421 (year 2028), Design Load: HS 20, Features Intersected: WATER RUMFORD RIVER, Facility Carried by Structure: HWY HIGH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.2m (40.0ft) 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $14,000, Total Project Cost: $203,000 ( Estimate for 2006) Find on map >>
Structure Number: M03037B73MUNNBI, Location: 0.1 M W OF MNSFIELD CENTR (Lat: 42.029200, Lng: -71.221000), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 8,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 12,634 (year 2028), Design Load: HS 20, Features Intersected: WATER RUMFORD RIVER, Facility Carried by Structure: HWY W CHURCH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.450, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.4m (40.7ft) 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: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007 Find on map >>
Structure Number: M03043AEAMUNNBI, Location: AT ROBINSON POND (Lat: 42.011664, Lng: -71.263333), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,579 (year 2027), Design Load: HS 20, Features Intersected: WATER WADING RIVER, Facility Carried by Structure: HWY WILLIAMS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Superstructure: Very good, Substructure: Excellent, Channel: Excellent, Inventory Rating: 62.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006 Find on map >>
Structure Number: M030263XRMHDNBI, Location: 000062 STATUTORY (Lat: 42.016667, Lng: -71.266667), Route carried "under" structure: Interstate 95, Year Built: 1962, Structure Length: 4.66m (15.29ft), Average Daily Traffic: 1,600 (year 0 ), Features Intersected: I 95 NB, Facility Carried by Structure: HWY GROVE ST Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.1m (79.1ft) Find on map >>
Structure Number: M030273RJMHDNBI, Location: I 495 AT I 95 (Lat: 42.033333, Lng: -71.283333), Route carried "under" structure: Interstate 95, Year Built: 1965, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 47,500 (year 0 ), Features Intersected: I 95 NB Minimum Vertical Clearance: 5.66m (18.57ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Find on map >>
Structure Number: M030273RKMHDNBI, Location: I 495 AT I 95 (Lat: 42.033333, Lng: -71.283333), Route carried "under" structure: Interstate 95, Year Built: 1965, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 47,500 (year 0 ), Features Intersected: I 95 NB Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft) Discuss this city on our hugely popular Massachusetts forum Back to: Mansfield, MA, Massachusetts, All US cities.
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