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Bridge Statistics for Monson, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Monson, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 45 meters (148ft) Total costs: $12,091,000 Total average daily traffic: 68,087 Total average daily truck traffic: 4,198 Total future (year 2027) average daily traffic: 107,529 National Bridge Inventory (NBI) Registered Bridges for Monson
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: M270011A2MHDNBI, Location: JCT. GREEN STREET (Lat: 42.093611, Lng: -72.311667), Route carried "on" structure: State highway 32, Year Built: 1956, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,900 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 6,159 (year 2027), Design Load: H 20, Features Intersected: WATER CHICOPEE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.242, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.9 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $95,000, Roadway Improvement Cost: $10,000, Total Project Cost: $143,000 ( 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: M27002172MUNNBI, Location: E OF RT32 IN MONSON CTR (Lat: 42.098997, Lng: -72.311889), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 741 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 1,170 (year 2028), Design Load: H 15, Features Intersected: WATER CHICOPEE BROOK, Facility Carried by Structure: HWY CUSHMAN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), 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: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 33.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $265,000, Roadway Improvement Cost: $27,000, Total Project Cost: $398,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M27003173MUNNBI, Location: E OF RT32 IN MONSON CTR (Lat: 42.100967, Lng: -72.313736), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 517 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 816 (year 2027), Design Load: H 20, Features Intersected: WATER CHICOPEE BROOK, Facility Carried by Structure: HWY STATE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $409,000, Roadway Improvement Cost: $41,000, Total Project Cost: $614,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: M2700715TMUNNBI, Location: AT PALMER LINE (Lat: 42.154600, Lng: -72.332167), Route carried "on" structure: City street , Year Built: 1929, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,000 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 3,159 (year 2027), Features Intersected: WATER QUABOAG RIVER, Facility Carried by Structure: HWY STATE AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.998, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 36 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2006, Underwater Inspection Date: December 2005, Other Special Inspection Date: April 2007, Bridge Improvement Cost: $1,794,000, Roadway Improvement Cost: $180,000, Total Project Cost: $2,692,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M270081A0MHDNBI, Location: AT PALMER TL (Lat: 42.143678, Lng: -72.313692), Route carried "on" structure: State highway 32, Year Built: 1924, Year Reconstructed: 1951, Status: Open, Structure Length: 3.60m (11.81ft), Average Daily Traffic: 8,147 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 12,867 (year 2028), Design Load: H 20, Features Intersected: WATER QUABOAG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: May 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $108,000, Total Project Cost: $1,606,000 ( 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: M2701015UMUNNBI, Location: .15 MI W OF RTE 32 (Lat: 42.144800, Lng: -72.318456), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 647 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 1,022 (year 2028), Design Load: H 15, Features Intersected: WATER CHICOPEE BROOK, Facility Carried by Structure: HWY HOSPITAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 34.0 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: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2007, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $25,000, Total Project Cost: $364,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M2701115RMUNNBI, Location: JUST E OF STATE AVE (Lat: 42.145833, Lng: -72.328889), Route carried "on" structure: City street , Year Built: 1940, Status: Closed, Structure Length: 1.55m (5.09ft), Features Intersected: WATER QUABOAG STREAM, Facility Carried by Structure: HWY HOSPITAL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, 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: 3, Length of Maximum Span: 5.8m (19.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Fair, Superstructure: Critical, Substructure: Fair, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 6 months, Inspection Date: December 2007, Bridge Improvement Cost: $635,000, Roadway Improvement Cost: $64,000, Total Project Cost: $953,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: M27012ALRMHD634, Location: HOVEY RD/CONRAIL (Lat: 42.158333, Lng: -72.358039), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 3.59m (11.78ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 316 (year 2027), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY HOVEY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 12.1m (39.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M2701315VMUNNBI, Location: JUST SW OF RTE 32 (Lat: 42.090889, Lng: -72.312792), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1926, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 517 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 816 (year 2028), Features Intersected: WATER CHICOPEE BROOK, Facility Carried by Structure: HWY BLISS ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 21.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $17,000, Total Project Cost: $245,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M27014175MUNNBI, Location: E OF RT32 S OF MONSON CTR (Lat: 42.093925, Lng: -72.311275), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1938, Status: Posted for load, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2028), Features Intersected: WATER CHICOPEE BROOK, Facility Carried by Structure: HWY HAMPDEN AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 22.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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: 30.0 - 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $250,000, Roadway Improvement Cost: $26,000, Total Project Cost: $376,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M27015176MUNNBI, Location: 1.0 MI S OF MUNN RD (Lat: 42.073181, Lng: -72.295053), Route carried "on" structure: City street , Year Built: 1938, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2028), Design Load: H 15, Features Intersected: WATER CONANT BROOK, Facility Carried by Structure: HWY OLD WALES RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 34.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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: $168,000, Roadway Improvement Cost: $17,000, Total Project Cost: $253,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M27016177MUNNBI, Location: 50 FT SO OF BLANCHARD RD (Lat: 42.064900, Lng: -72.284733), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 259 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 409 (year 2027), Features Intersected: WATER VINICA BROOK, Facility Carried by Structure: HWY MOULTON HILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Superstructure: Satisfactory, Substructure: Poor, Channel: Good, Inventory Rating: 86.1 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2006, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $137,000, Roadway Improvement Cost: $14,000, Total Project Cost: $206,000 ( Estimate for 2006) Find on map >>
Structure Number: M270181AJMHD634, Location: BRIDGE ST/CNTRL-VRMNT R.R (Lat: 42.093758, Lng: -72.314664), Route carried "on" structure: State highway , Year Built: 1900, Year Reconstructed: 1977, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 259 (year 2002), Truck Traffic: 1%, Average Future Daily Traffic: 409 (year 2027), Features Intersected: RR NECRR, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 0.0m, Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 79.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 53.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $12,000, Total Project Cost: $178,000 ( 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: M27021178MUNNBI, Location: 0.2 M E OF RT 32 (Lat: 42.110058, Lng: -72.313656), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 4,100 (year 2002), Truck Traffic: 7%, Average Future Daily Traffic: 6,475 (year 2027), Design Load: HS 20, Features Intersected: WATER CHICOPEE BROOK, Facility Carried by Structure: HWY CHESTNUT ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), 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: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $262,000, Roadway Improvement Cost: $27,000, Total Project Cost: $394,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: M27022193MHDNBI, Location: .15M E OF JCT. ST 67 (Lat: 42.142611, Lng: -72.281575), Route carried "on" structure: US 20, Year Built: 1939, Status: Open, Structure Length: 3.36m (11.02ft), Average Daily Traffic: 10,350 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 16,346 (year 2027), Design Load: H 20, Features Intersected: WATER QUABOAG RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 132.164, Lanes on structure: 2, Base Highway Network: Yes, 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: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: August 2006, Underwater Inspection Date: June 2005, Bridge Improvement Cost: $923,000, Roadway Improvement Cost: $93,000, Total Project Cost: $1,385,000 ( 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: M270231A1MHDNBI, Location: NEAR JCT. MAPLE STREET (Lat: 42.085000, Lng: -72.310556), Route carried "on" structure: State highway 32, Year Built: 1956, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,900 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 6,159 (year 2027), Design Load: H 20, Features Intersected: WATER CONANT BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.196, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, 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: Better than 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: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $4,000, Total Project Cost: $52,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: M270241ALMHD634, Location: 0.1 M S JCT OF HIGH ST (Lat: 42.101308, Lng: -72.318122), Route carried "on" structure: State highway 32, Year Built: 1920, Year Reconstructed: 1975, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 8,017 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 12,661 (year 2029), Features Intersected: RR NECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.684, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 3.4m (11.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Superstructure: Good, Substructure: Good, Inventory Rating: 78.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $86,000, Roadway Improvement Cost: $9,000, Total Project Cost: $130,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M270261AHMHD634, Location: E OF ST 32-BY STATE LINE (Lat: 42.046578, Lng: -72.321761), Route carried "on" structure: City street , Year Built: 1850, Year Reconstructed: 1960, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 388 (year 2001), Truck Traffic: 2%, Average Future Daily Traffic: 613 (year 2028), Features Intersected: RR NECRR, Facility Carried by Structure: HWY STAFFORD HLW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Operating Rating: 18.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of replacement, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $425,000, Roadway Improvement Cost: $43,000, Total Project Cost: $638,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: M270321AKMHD634, Location: ST 32/CHCPEE BRK & CV RR (Lat: 42.123844, Lng: -72.307992), Route carried "on" structure: State highway 32, Year Built: 1937, Year Reconstructed: 1992, Status: Open, Structure Length: 10.09m (33.10ft), Average Daily Traffic: 12,155 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 19,196 (year 2028), Design Load: H 20, Features Intersected: COMB CHCPEE BRK & NECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.879, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 31.1m (102.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.1m (6.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.10m (33.14ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2007, Critical Feature Inspection Date: October 2007, Bridge Improvement Cost: $520,000, Roadway Improvement Cost: $53,000, Total Project Cost: $781,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M2704215WMUNNBI, Location: JUST S OF THOMPSON ST (Lat: 42.107483, Lng: -72.317247), Route carried "on" structure: State highway 32, Year Built: 1956, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 7,400 (year 2002), Truck Traffic: 4%, Average Future Daily Traffic: 11,687 (year 2027), Design Load: H 20, Features Intersected: WATER MARGARET BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.009, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.4m (37.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 62.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $62,000, Roadway Improvement Cost: $7,000, Total Project Cost: $94,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M2704915XMUNNBI, Location: .1 MI N OF HIGH ST (Lat: 42.108961, Lng: -72.324806), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,800 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 4,422 (year 2027), Design Load: H 20, Features Intersected: WATER MARGARET BROOK, Facility Carried by Structure: HWY MARGARET ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 82.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 71.3 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: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $19,000, Total Project Cost: $284,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M27050174MUNNBI, Location: W OF RT32 NEAR MONSON CTR (Lat: 42.108122, Lng: -72.320156), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 2%, Average Future Daily Traffic: 1,579 (year 2027), Design Load: H 20, Features Intersected: WATER MARGARET BROOK, Facility Carried by Structure: HWY MILL ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Poor, Operating Rating: 51.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.10m (3.61ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2006, Other Special Inspection Date: March 2007, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $21,000, Total Project Cost: $305,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: M27051179STANBI, Location: @ RD TO HOSP. ADMIN (Lat: 42.143819, Lng: -72.329575), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1999, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 390 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 616 (year 2028), Design Load: HS 20, Features Intersected: WATER QUABOAG STREAM, Facility Carried by Structure: HWY PRIVATE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Agenciy, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.3m (14.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Satisfactory, 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Massachusetts forum Back to: Monson, MA, Massachusetts, All US cities.
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