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Bridge Statistics for Chester, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Chester, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 47 meters (154ft) Total costs: $14,534,000 Total average daily traffic: 17,596 Total average daily truck traffic: 1,276 Total future (year 2027) average daily traffic: 27,789 National Bridge Inventory (NBI) Registered Bridges for Chester
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: C1100100QMUNNBI, Location: 1.5 M S OF MIDDLEFIELD LN (Lat: 42.300556, Lng: -72.984983), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2027), Design Load: H 20, Features Intersected: WATER W BR WESTFIELD RIV, Facility Carried by Structure: HWY MIDDLEFLD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $36,000, Total Project Cost: $526,000 ( 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: C110020DDMHD634, Location: 1.5 MI N OF US 20 (Lat: 42.299358, Lng: -72.986214), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2027), Design Load: H 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY MIDDLEFLD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.70m (12.14ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $90,000, Roadway Improvement Cost: $10,000, Total Project Cost: $136,000 ( 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: C1100303MMUNNBI, Location: N OF RT 20 NEAR BECKET (Lat: 42.279722, Lng: -72.981389), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2027), Design Load: HS 15, Features Intersected: WATER W BR WESTFIELD RIV, Facility Carried by Structure: HWY MAIN ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 21.9m (71.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 42.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.2 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 minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.80m (15.75ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $391,000, Roadway Improvement Cost: $40,000, Total Project Cost: $587,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C110048RDMUNNBI, Location: S OF RT 20 NEAR BECKET (Lat: 42.279722, Lng: -72.988692), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.40m (7.87ft), Average Daily Traffic: 100 (year 1999), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2027), Design Load: HS 25, Features Intersected: WATER WALKER BROOK, Facility Carried by Structure: HWY HAMPDEN ST Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.0m (75.5ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: C110080DCMHD634, Location: 0.2 MI N OF US 20 (Lat: 42.273333, Lng: -72.968056), Route carried "on" structure: State highway , Year Built: 1978, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 10 (year 2000), Average Future Daily Traffic: 16 (year 2027), Features Intersected: RR CSX, Facility Carried by Structure: HWY BAY STATE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 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 or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.9m (39.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.0 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: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $72,000, Roadway Improvement Cost: $8,000, Total Project Cost: $109,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: C11010006DEMNBI, Location: 1000 FT SOUTH OF US 20 (Lat: 42.253639, Lng: -72.949842), Route carried "on" structure: State lands road , Year Built: 1932, Year Reconstructed: 1970, Status: Closed, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 200 (year 1997), Average Future Daily Traffic: 316 (year 2027), Features Intersected: WATER SANDERSON BROOK, Facility Carried by Structure: HWY SNDRSN BK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.3m (10.8ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $58,000, Total Project Cost: $856,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C1101600NMUNNBI, Location: JUST S OF RTE 20 (Lat: 42.263225, Lng: -73.001817), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 800 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2027), Features Intersected: WATER MIKE DUNN BROOK, Facility Carried by Structure: HWY BLANDFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.6 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $170,000, Roadway Improvement Cost: $18,000, Total Project Cost: $256,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C1101903QMUNNBI, Location: 3MI N OF 20 NEAR CENTER (Lat: 42.278564, Lng: -72.927417), Route carried "on" structure: City street , Year Built: 1985, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2027), Design Load: H 20, Features Intersected: WATER COOK BROOK, Facility Carried by Structure: HWY MICA MILL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 44.1 metric tons, Inventory Rating: 32.4 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $18,000, Total Project Cost: $260,000 ( Estimate for 2006), Wearing Surface/Protective System: Wearing Surface: Gravel Find on map >>
Structure Number: C1102003RMUNNBI, Location: NEAR MDLFLD/WRTHNGTN LINE (Lat: 42.341453, Lng: -72.951594), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1963, Status: Posted for load, Structure Length: 2.53m (8.30ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 1%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 10, Features Intersected: WATER M BR WESTFIELD RIV, Facility Carried by Structure: HWY GEO MILLR RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 17.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 8.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $933,000, Roadway Improvement Cost: $94,000, Total Project Cost: $1,400,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: C1102103TMUNNBI, Location: 1M E OF MDLFD/WRTNTN LINE (Lat: 42.337333, Lng: -72.936731), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.77m (5.81ft), Average Daily Traffic: 200 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2027), Design Load: H 15, Features Intersected: WATER M BR WESTFIELD RIV, Facility Carried by Structure: HWY HERRING RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.0 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: 2.50m (8.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $726,000, Roadway Improvement Cost: $73,000, Total Project Cost: $1,090,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C1102203UMUNNBI, Location: 1M E OF MDLFD/WRTNTN LINE (Lat: 42.337778, Lng: -72.936667), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,579 (year 2027), Design Load: H 15, Features Intersected: WATER HERRING BROOK, Facility Carried by Structure: HWY HERRING RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 39.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.4 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $58,000, Total Project Cost: $863,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C1102303VMUNNBI, Location: 2M SE OF MDLFD/WTNTN LINE (Lat: 42.323983, Lng: -72.927567), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1965, Status: Posted for load, Structure Length: 1.70m (5.58ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 158 (year 2028), Features Intersected: WATER M BR WESTFIELD RIV, Facility Carried by Structure: HWY SMITH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Aluminum, Iron, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Very good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 5.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Other Special Inspection Date: September 2007, Bridge Improvement Cost: $629,000, Roadway Improvement Cost: $63,000, Total Project Cost: $944,000 ( Estimate for 2006), Deck Structure Type: Open Grating Find on map >>
Structure Number: C1102403WMUNNBI, Location: NEAR DAYVILLE DAM (Lat: 42.302222, Lng: -72.905556), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1960, Status: Posted for load, Structure Length: 3.58m (11.75ft), Average Daily Traffic: 400 (year 2008), Average Future Daily Traffic: 632 (year 2028), Features Intersected: WATER M BR WESTFIELD RIV, Facility Carried by Structure: HWY KINNE BK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Poor, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 21.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 4.50m (14.76ft), Designated Inspection Frequency: Every 6 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: July 2007, Other Special Inspection Date: July 2008, Bridge Improvement Cost: $1,307,000, Roadway Improvement Cost: $131,000, Total Project Cost: $1,961,000 ( Estimate for 2006), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: C1102503XMUNNBI, Location: 2MI N OF RT 20 VIA HNTNTN (Lat: 42.263150, Lng: -72.910625), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 1,100 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 1,737 (year 2027), Features Intersected: WATER COOK BROOK, Facility Carried by Structure: HWY CHESTER HILL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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 24 months, Inspection Date: June 2006, Underwater Inspection Date: October 2006, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $14,000, Total Project Cost: $202,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C1102603YMUNNBI, Location: N OF RT20 BEYOND RR XING (Lat: 42.256389, Lng: -72.932239), Route carried "on" structure: City street , Year Built: 1910, Status: Posted for load, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 400 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 632 (year 2027), Features Intersected: WATER W BR WESTFIELD RIV, Facility Carried by Structure: HWY OLD STATE HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 65.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.60m (11.81ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2006, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $489,000, Roadway Improvement Cost: $49,000, Total Project Cost: $734,000 ( Estimate for 2006) Find on map >>
Structure Number: C110270DBMHD634, Location: 0.1 MI N OF US 20 (Lat: 42.256756, Lng: -72.934928), Route carried "on" structure: State highway , Year Built: 1900, Year Reconstructed: 1993, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 400 (year 2008), Truck Traffic: 1%, Average Future Daily Traffic: 632 (year 2029), Design Load: HS 20, Features Intersected: RR CSX, Facility Carried by Structure: HWY OLD STATE HW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $75,000, Total Project Cost: $1,115,000 ( 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: C110280AVMHDNBI, Location: 4.8 MI W OF HUNTINGTON TL (Lat: 42.278056, Lng: -72.980278), Route carried "on" structure: US 20, Year Built: 1924, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 2,400 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 3,790 (year 2028), Design Load: H 15, Features Intersected: WATER WALKER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 56.731, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 50.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $428,000, Roadway Improvement Cost: $43,000, Total Project Cost: $643,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C11029AV7MHDNBI, Location: 2.4 MI W OF HUNTINGTON TL (Lat: 42.255928, Lng: -72.947156), Route carried "on" structure: US 20, Year Built: 2004, Status: Open, Structure Length: 1.75m (5.74ft), Average Daily Traffic: 2,586 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 4,084 (year 2027), Design Load: HS 20, Features Intersected: WATER SANDERSON BROOK Minimum Vertical Clearance: 99.00m (324.80ft), Kilometerpoint: 60.674, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: 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, Designated Inspection Frequency: Every 24 months, Inspection Date: July 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: C110350AUMHDNBI, Location: 4.3 MI W OF HUNTINGTON TL (Lat: 42.274106, Lng: -72.971892), Route carried "on" structure: US 20, Year Built: 1929, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 2,400 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 3,790 (year 2027), Features Intersected: RR BARR (ABANDONED) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.516, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 23.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: 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 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2006, Other Special Inspection Date: August 2007, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $40,000, Total Project Cost: $596,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C110360ARMHDNBI, Location: 0.9 MI W OF HUNTINGTON TL (Lat: 42.247778, Lng: -72.926111), Route carried "on" structure: US 20, Year Built: 1930, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,400 (year 1997), Truck Traffic: 9%, Average Future Daily Traffic: 3,790 (year 2027), Features Intersected: WATER GOLD MINE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 63.020, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.7 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: 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: August 2006, Bridge Improvement Cost: $52,000, Roadway Improvement Cost: $6,000, Total Project Cost: $79,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C11039040MUNNBI, Location: 0.5MI E OF MDLFLD/WRTNGTN (Lat: 42.339603, Lng: -72.949133), Route carried "on" structure: City street , Year Built: 1938, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 200 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2027), Design Load: H 20, Features Intersected: WATER SMITH BROOK, Facility Carried by Structure: HWY E RIVER RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.286, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 60.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $120,000, Roadway Improvement Cost: $13,000, Total Project Cost: $181,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C1104500RMUNNBI, Location: .5 MI S OF RTE 20 (Lat: 42.270833, Lng: -73.000833), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 800 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2027), Design Load: H 15, Features Intersected: WATER WALKER BROOK, Facility Carried by Structure: HWY BLANDFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.591, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Good, Channel: Satisfactory, Operating Rating: 28.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 14.7 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: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2006, Critical Feature Inspection Date: May 2006, Other Special Inspection Date: May 2007, Bridge Improvement Cost: $1,117,000, Roadway Improvement Cost: $112,000, Total Project Cost: $1,676,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: C1104600PMUNNBI, Location: .3 M S OF RTE 20 (Lat: 42.266667, Lng: -73.001039), Route carried "on" structure: City street , Year Built: 1940, Year Reconstructed: 1995, Status: Open, Structure Length: 0.87m (2.85ft), Average Daily Traffic: 800 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,263 (year 2028), Design Load: HS 20, Features Intersected: WATER MANN BROOK, Facility Carried by Structure: HWY BLANDFORD RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.140, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $213,000, Roadway Improvement Cost: $22,000, Total Project Cost: $320,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular Massachusetts forum Back to: Chester, MA, Massachusetts, All US cities.
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