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Bridge Statistics for Concord, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Concord, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 41 meters (135ft) Total costs: $14,468,000 Total average daily traffic: 562,600 Total average daily truck traffic: 39,863 Total future (year 2027) average daily traffic: 888,516 National Bridge Inventory (NBI) Registered Bridges for Concord
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: C190012BEMUNNBI, Location: .2 MI NW OF RTE 62 (Lat: 42.458600, Lng: -71.397778), Route carried "on" structure: City street , Year Built: 1909, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 13,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 20,531 (year 2028), Features Intersected: WATER FORT POND BROOK, Facility Carried by Structure: HWY COMMNWLTH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), 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: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: 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, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.20m (3.94ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $28,000, Total Project Cost: $406,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190022JWMHDNBI, Location: 1.2 KM NE RT 2 & RT 62 (Lat: 42.459281, Lng: -71.366808), Route carried "on" structure: State highway 2A, Year Built: 1874, Year Reconstructed: 1932, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 11,600 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 18,320 (year 2027), Features Intersected: WATER SUDBURY RIVER, 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: 8.5m (27.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: 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, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $44,000, Total Project Cost: $656,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190032BFMUNNBI, Location: .8 KM SW OF RTE 2 (Lat: 42.440900, Lng: -71.368672), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 3.68m (12.07ft), Average Daily Traffic: 79,000 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 124,765 (year 2028), Design Load: H 20, Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY SUDBURY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.074, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.5m (57.4ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2007, Underwater Inspection Date: March 2007, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $91,000, Total Project Cost: $1,358,000 ( 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: C190042KJMHDNBI, Location: 1.0 KM NE RT 2 (Lat: 42.458053, Lng: -71.366894), Route carried "on" structure: State highway 62, Year Built: 1909, Status: Posted for load, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 19,600 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 30,954 (year 2027), Features Intersected: WATER SUDBURY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: December 2006, Underwater Inspection Date: March 2007, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $39,000, Total Project Cost: $584,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190062CUMUNNBI, Location: .96 KM N OF RT 2 & 2A (Lat: 42.459658, Lng: -71.359983), Route carried "on" structure: City street , Year Built: 1883, Status: Open, Structure Length: 1.63m (5.35ft), Average Daily Traffic: 3,500 (year 2007), Truck Traffic: 3%, Average Future Daily Traffic: 5,528 (year 2028), Features Intersected: WATER SUDBURY RIVER, Facility Carried by Structure: HWY NASHAWTUC RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.3m (53.5ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2007, Underwater Inspection Date: Febuary 2007, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $48,000, Total Project Cost: $712,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190072DVMHDNBI, Location: 0.64 KM E RT 2 ROTARY (Lat: 42.465783, Lng: -71.391850), Route carried "on" structure: State highway 2, Year Built: 1904, Year Reconstructed: 1934, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 73,900 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 116,710 (year 2027), Design Load: H 20, Features Intersected: WATER ASSABET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 194.635, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 19.8m (65.0ft) Condition: Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: June 2006, Underwater Inspection Date: April 2007, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $72,000, Total Project Cost: $1,066,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190082KNMHDNBI, Location: 4.8 KM SW RT 2 (Lat: 42.441997, Lng: -71.427150), Route carried "on" structure: State highway 62, Year Built: 1958, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 20,600 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 32,534 (year 2027), Design Load: H 20, Features Intersected: WATER ASSABET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.1m (75.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $670,000, Roadway Improvement Cost: $68,000, Total Project Cost: $1,006,000 ( 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: C190092KLMHDNBI, Location: 2.4 KM SW RT 2 (Lat: 42.452744, Lng: -71.409925), Route carried "on" structure: State highway 62, Year Built: 1885, Year Reconstructed: 1978, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 17,600 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 27,796 (year 2028), Design Load: HS 20, Features Intersected: WATER POWER CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.562, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 18.8m (61.7ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: Febuary 2007, Underwater Inspection Date: March 2008, Bridge Improvement Cost: $124,000, Roadway Improvement Cost: $13,000, Total Project Cost: $187,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190092KMMHDNBI, Location: 2.4 KM SW RT 2 (Lat: 42.452747, Lng: -71.409919), Route carried "on" structure: State highway 62, Year Built: 1978, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 27,300 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 43,115 (year 2027), Design Load: HS 20, Features Intersected: WATER ASSABET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.562, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), 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: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $417,000, Roadway Improvement Cost: $42,000, Total Project Cost: $626,000 ( 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: C190102KKMHDNBI, Location: 0.32 KM SW RT 2 (Lat: 42.456244, Lng: -71.390769), Route carried "on" structure: State highway 62, Year Built: 1886, Year Reconstructed: 1902, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 24,200 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 38,219 (year 2029), Design Load: H 20, Features Intersected: WATER ASSABET RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.637, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: January 2008, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $440,000, Roadway Improvement Cost: $45,000, Total Project Cost: $661,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190112KCMHDNBI, Location: 2.0 MI N RTE 2 (Lat: 42.466219, Lng: -71.356069), Route carried "on" structure: State highway 126, Year Built: 1964, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 11,200 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 17,688 (year 2028), Design Load: H 20, Features Intersected: WATER CONCORD RIVER, Facility Carried by Structure: HWY LOWELL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.219, Lanes on structure: 2, 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: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.1 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: Febuary 2007, Underwater Inspection Date: July 2007, 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 Find on map >>
Structure Number: C190132CWMUNNBI, Location: 2.9 KM N OF RT 2 (Lat: 42.471153, Lng: -71.350467), Route carried "on" structure: City street , Year Built: 1877, Status: Posted for load, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 6,475 (year 2027), Features Intersected: WATER CONCORD RIVER, Facility Carried by Structure: HWY MONUMENT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.207, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Masonry, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: September 2006, Underwater Inspection Date: April 2005, Bridge Improvement Cost: $1,678,000, Roadway Improvement Cost: $168,000, Total Project Cost: $2,518,000 ( Estimate for 2006) Find on map >>
Structure Number: C190142N0MHD634, Location: 0.25 N RTE 62 (Lat: 42.455217, Lng: -71.409828), Route carried "on" structure: State highway , Year Built: 1930, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 400 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 632 (year 2027), Design Load: H 20, Features Intersected: RR MBTA/BMRR, Facility Carried by Structure: HWY OLD STOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.90m (9.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $399,000, Roadway Improvement Cost: $40,000, Total Project Cost: $599,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190182GRMHDNBI, Location: 0.5 MI NW RT 2 ROTARY (Lat: 42.469128, Lng: -71.407331), Route carried "on" structure: State highway 2, Year Built: 1951, Status: Posted for load, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 59,600 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 94,126 (year 2027), Design Load: H 20, Features Intersected: WATER NASHOBA BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 193.333, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.0m (95.1ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 29.0m (95.1ft), Out-to-Out Width: 30.5m (100.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 37.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, 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: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2006, Underwater Inspection Date: July 2007, Bridge Improvement Cost: $490,000, Roadway Improvement Cost: $50,000, Total Project Cost: $736,000 ( 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: C190192CVMUNNBI, Location: 1.6 KM S OF RT 2 & 2A (Lat: 42.451478, Lng: -71.393286), Route carried "on" structure: City street , Year Built: 1941, Status: Posted for load, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 4,100 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 6,475 (year 2027), Design Load: H 15, Features Intersected: WATER ASSABET RIVER, Facility Carried by Structure: HWY PINE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 2, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 37.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $38,000, Total Project Cost: $565,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190202DRMHDNBI, Location: 1 MI SE RT 2 ROTARY (Lat: 42.457911, Lng: -71.381839), Route carried "on" structure: State highway 2, Year Built: 1991, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 48,800 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 77,070 (year 2027), Design Load: HS 20, Features Intersected: RR MBTA/BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 76.120, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.5m (77.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.6 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $20,000, Roadway Improvement Cost: $3,000, Total Project Cost: $31,000 ( 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: C190212DTMHDNBI, Location: 1.75 MI SE RT 2 ROTARY (Lat: 42.451594, Lng: -71.371944), Route carried "on" structure: State highway 2, Year Built: 1934, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 89,100 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 140,716 (year 2028), Design Load: H 20, Features Intersected: WATER SUDBURY RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 196.916, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 15.7m (51.5ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Good, Inventory Rating: 83.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.70m (8.86ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2007, Underwater Inspection Date: June 2007, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $969,000, Roadway Improvement Cost: $97,000, Total Project Cost: $1,454,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C190222DUMHDNBI, Location: 16 KM SE RT2 ROTARY (Lat: 42.445197, Lng: -71.351128), Route carried "on" structure: State highway 2, Year Built: 1988, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 55,000 (year 2007), Truck Traffic: 10%, Average Future Daily Traffic: 86,862 (year 2028), Design Load: HS 20, Features Intersected: RR MBTA/BMRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 195.826, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 33 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.6m (77.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.0 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: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $19,000, Roadway Improvement Cost: $2,000, Total Project Cost: $29,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Discuss this city on our hugely popular Massachusetts forum Back to: Concord, MA, Massachusetts, All US cities.
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