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Bridge Statistics for Montague, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Montague, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 46 meters (151ft) Total costs: $13,753,000 Total average daily traffic: 36,958 Total average daily truck traffic: 2,371 Total future (year 2027) average daily traffic: 58,370 National Bridge Inventory (NBI) Registered Bridges for Montague
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: M2800614DMHD634, Location: 100' N JCT HIGHLAND AVE. (Lat: 42.573158, Lng: -72.498231), Route carried "on" structure: State highway 63, Year Built: 1935, Year Reconstructed: 1998, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 1,681 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 2,655 (year 2027), Design Load: HS 20, Features Intersected: RR BMRR & NECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.277, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 20.2m (66.3ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: M2800814AMHD634, Location: 100' N JCT SWAMP RD. (Lat: 42.544308, Lng: -72.534803), Route carried "on" structure: City street , Year Built: 1966, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 2,328 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 3,677 (year 2027), Design Load: H 20, Features Intersected: RR BMRR, Facility Carried by Structure: HWY TURNERS FLLS 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), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 67.4 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: Better than 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: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $25,000, Total Project Cost: $367,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M2801512TMHDNBI, Location: 100' E CONN RIVER (Lat: 42.608053, Lng: -72.560931), Route carried "on" structure: City street , Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 4.15m (13.62ft), Average Daily Traffic: 14,400 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 22,742 (year 2028), Design Load: H 20, Features Intersected: WATER UTILITY CANAL, Facility Carried by Structure: HWY FIFTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.707, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 40.8m (133.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 43.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.20m (13.78ft), Designated Inspection Frequency: Every 22 months, Critical Feature Inspection Frequency: Every 22 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $653,000, Roadway Improvement Cost: $66,000, Total Project Cost: $980,000 ( Estimate for 2006), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M280170R4MUNNBI, Location: 1M S JCT RTS2&2A (Lat: 42.602225, Lng: -72.565053), Route carried "on" structure: City street , Year Built: 1915, Year Reconstructed: 1996, Status: Posted for load, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 2,500 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 3,948 (year 2027), Design Load: H 15, Features Intersected: WATER UTILITY CANAL, Facility Carried by Structure: HWY ELEVENTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 50.9m (167.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 6.30m (20.67ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Bridge Improvement Cost: $889,000, Roadway Improvement Cost: $89,000, Total Project Cost: $1,334,000 ( 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: M28018149MHD634, Location: AT JCT S PROSPECT ST. (Lat: 42.576908, Lng: -72.494022), Route carried "on" structure: City street , Year Built: 1897, Year Reconstructed: 1994, Status: Open, Structure Length: 2.99m (9.81ft), Average Daily Traffic: 1,293 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 2,042 (year 2027), Design Load: HS 20, Features Intersected: RR BMRR & NECRR, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 49.3 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $990,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,486,000 ( 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: M28022AGHMUNNBI, Location: 0.1 KM N JCT. MEADOW RD. (Lat: 42.542333, Lng: -72.548833), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Design Load: HS 20, Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY S FERRY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 62.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.1 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M28023AGJMUNNBI, Location: 0.1 MI W OF GFLD RD (Lat: 42.539167, Lng: -72.540358), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 2.45m (8.04ft), Average Daily Traffic: 517 (year 2003), Average Future Daily Traffic: 816 (year 2028), Design Load: HS 20, Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY MEADOW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.182, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: M280240MBMUNNBI, Location: AT JCT OF GFLD RD (Lat: 42.537344, Lng: -72.536981), Route carried "on" structure: City street , Year Built: 1990, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,621 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 5,719 (year 2028), Design Load: HS 20+Mod, Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), 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: Satisfactory, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $540,000, Roadway Improvement Cost: $55,000, Total Project Cost: $811,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M280250MCMUNNBI, Location: 0.2 MI W OF ST 63 (Lat: 42.535481, Lng: -72.528942), Route carried "on" structure: City street , Year Built: 1937, Status: Posted for load, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 600 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 948 (year 2028), Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY CENTER ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.4 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: December 2007, Other Special Inspection Date: December 2007, Bridge Improvement Cost: $199,000, Roadway Improvement Cost: $20,000, Total Project Cost: $299,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M280260R6MUNNBI, Location: 0.2 MI W OF ST 63 (Lat: 42.530847, Lng: -72.530031), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.36m (4.46ft), Average Daily Traffic: 650 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 1,027 (year 2028), Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY SOUTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Poor, Channel: Poor, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: October 2007, Underwater Inspection Date: April 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 Find on map >>
Structure Number: M280280R0MUNNBI, Location: BY E END 6TH ST TRNRS FLS (Lat: 42.605344, Lng: -72.555536), Route carried "on" structure: City street , Year Built: 1920, Status: Closed, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 3%, Average Future Daily Traffic: 632 (year 2028), Features Intersected: HWY SPRING ST, Facility Carried by Structure: HWY PROSPECT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Lanes under structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Superstructure: Serious, Substructure: Serious, Deck Geometry: Meets minimum limits, 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: 3.60m (11.81ft), Designated Inspection Frequency: Every 6 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,149,000, Roadway Improvement Cost: $115,000, Total Project Cost: $1,724,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M2803214BMHD634, Location: AT SUNDERLAND T.L. (Lat: 42.510017, Lng: -72.527750), Route carried "on" structure: State highway 63, Year Built: 1938, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 3,103 (year 2001), Truck Traffic: 9%, Average Future Daily Traffic: 4,901 (year 2028), Design Load: H 20, Features Intersected: RR NECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.524, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 4.10m (13.45ft), 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: $1,120,000, Roadway Improvement Cost: $113,000, Total Project Cost: $1,681,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M280330W4MHDNBI, Location: JCT. ST 47 (Lat: 42.518483, Lng: -72.528911), Route carried "on" structure: State highway 63, Year Built: 1935, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,900 (year 2000), Truck Traffic: 9%, Average Future Daily Traffic: 6,159 (year 2027), Design Load: H 20, Features Intersected: WATER SAWMILL RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.9m (29.2ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 81.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.6 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: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $29,000, Total Project Cost: $431,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M280340MDMUNNBI, Location: 0.1 MI W OF LEVERETT TL (Lat: 42.512803, Lng: -72.504547), Route carried "on" structure: City street , Year Built: 1939, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 905 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 1,429 (year 2028), Design Load: H 20, Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY N LEVERET RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 57.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2007, Other Special Inspection Date: March 2007, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $22,000, Total Project Cost: $323,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M28035AP9MUNNBI, Location: AT WENDELL TOWN LINE (Lat: 42.570875, Lng: -72.464703), Route carried "on" structure: City street , Year Built: 2004, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 60 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 95 (year 2027), Design Load: HS 20, Features Intersected: WATER LYONS BROOK, Facility Carried by Structure: HWY DAVIS RD Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M280400R9MUNNBI, Location: 1M E OF RT63 NR LEVERETT (Lat: 42.514094, Lng: -72.506533), Route carried "on" structure: City street , Year Built: 1937, Year Reconstructed: 1984, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 20, Features Intersected: WATER SAWMILL RIVER, Facility Carried by Structure: HWY SPLDNG BK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: July 2007, Underwater Inspection Date: Febuary 2008, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $24,000, Total Project Cost: $350,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M280410R8MUNNBI, Location: AT WENDELL TOWN LINE (Lat: 42.572147, Lng: -72.464386), Route carried "on" structure: City street , Year Built: 1951, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 600 (year 2003), Truck Traffic: 12%, Average Future Daily Traffic: 948 (year 2028), Features Intersected: WATER LYONS BROOK, Facility Carried by Structure: HWY MORMN HLW RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.127, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.0m (23.0ft) Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $25,000, Total Project Cost: $370,000 ( Estimate for 2006) Find on map >>
Structure Number: M2816A0R2MUNNBI, Location: JCT 6TH ST & UTIL CANAL (Lat: 42.607194, Lng: -72.561681), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 5.09m (16.70ft), Average Daily Traffic: 200 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2028), Design Load: HS 20, Features Intersected: WATER UTILITY CANAL, Facility Carried by Structure: HWY SIXTH ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: 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: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 6.20m (20.34ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $1,727,000, Roadway Improvement Cost: $173,000, Total Project Cost: $2,591,000 ( Estimate for 2006), Deck Structure Type: Steel plate Discuss this city on our hugely popular Massachusetts forum Back to: Montague, MA, Massachusetts, All US cities.
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