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Bridge Statistics for Hardwick, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hardwick, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 21 meters (69ft) Total costs: $7,350,000 Total average daily traffic: 20,459 Total average daily truck traffic: 1,543 Total future (year 2027) average daily traffic: 32,312 National Bridge Inventory (NBI) Registered Bridges for Hardwick
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: H080016LFMUNNBI, Location: NEW BRAINTREE T. L. (Lat: 42.315833, Lng: -72.181294), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 467 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 738 (year 2029), Design Load: H 20, Features Intersected: WATER WARE RIVER, Facility Carried by Structure: HWY RED BRIDGE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.2m (122.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 12.6m (41.3ft) Condition: Deck: Good, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $435,000, Roadway Improvement Cost: $44,000, Total Project Cost: $653,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H0800216JMUNNBI, Location: 250 FT SO. OF BARRE ROAD (Lat: 42.343250, Lng: -72.160311), Route carried "on" structure: State highway 32, Year Built: 1959, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 5,797 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 9,155 (year 2028), Design Load: H 20, Features Intersected: WATER MOOSE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 44.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.0 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: 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: May 2007, Bridge Improvement Cost: $165,000, Roadway Improvement Cost: $17,000, Total Project Cost: $248,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H0800318JMUNNBI, Location: SE OF RT32@NEW BRTREE BDR (Lat: 42.315786, Lng: -72.181294), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1961, Status: Posted for load, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Design Load: H 15, Features Intersected: WATER WARE RIVER, Facility Carried by Structure: HWY CREAMERY RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 29.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 13.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2008, Critical Feature Inspection Date: April 2008, Bridge Improvement Cost: $446,000, Roadway Improvement Cost: $45,000, Total Project Cost: $670,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: H0800412QMHDNBI, Location: 1.2 M N NEW BRAINTREE T/L (Lat: 42.311600, Lng: -72.208569), Route carried "on" structure: State highway 32, Year Built: 1940, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 9,200 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 14,530 (year 2027), Design Load: H 20, Features Intersected: WATER WARE RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.911, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 44.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.80m (12.47ft), 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: $781,000, Roadway Improvement Cost: $79,000, Total Project Cost: $1,172,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H0800518KMUNNBI, Location: 1.5M NW OF RT32 NR BARRE (Lat: 42.376608, Lng: -72.161744), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1938, Status: Posted for load, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 258 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 407 (year 2028), Features Intersected: WATER MOOSE BROOK, Facility Carried by Structure: HWY TAYLOR HL RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 31.5 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, 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: 0.1 - 9.9% below), Length Of Structure Improvement: 1.80m (5.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $52,000, Total Project Cost: $766,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H080091A3MHDNBI, Location: .2 M NW JCT. ST. 32 (Lat: 42.345500, Lng: -72.160672), Route carried "on" structure: City street 32A, Year Built: 1947, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,810 (year 2003), Truck Traffic: 1%, Average Future Daily Traffic: 2,859 (year 2028), Design Load: H 20, Features Intersected: WATER MOOSE BROOK, Facility Carried by Structure: HWY BARRE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 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: 0.3m (1.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.30m (4.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $28,000, Total Project Cost: $409,000 ( 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: H0801218LMUNNBI, Location: W OF RT32 IN GILBERTVILLE (Lat: 42.309986, Lng: -72.212381), Route carried "on" structure: City street , Year Built: 1887, Year Reconstructed: 1987, Status: Closed, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 259 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 409 (year 2028), Features Intersected: WATER WARE RIVER, Facility Carried by Structure: HWY BRIDGE ST Minimum Vertical Clearance: 4.39m (14.40ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.9m (130.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Satisfactory, Superstructure: Critical, Substructure: Satisfactory, Channel: Good, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, 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: 5.30m (17.39ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $1,413,000, Roadway Improvement Cost: $142,000, Total Project Cost: $2,120,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: H080191A4MHDNBI, Location: 0.2 MI N OF CHURCH LN (Lat: 42.357961, Lng: -72.142978), Route carried "on" structure: State highway 32, Year Built: 1946, Year Reconstructed: 1999, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,163 (year 2001), Truck Traffic: 3%, Average Future Daily Traffic: 1,837 (year 2028), Design Load: HS 20, Features Intersected: WATER BROADMEADOW BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.2m (30.2ft), Material/Design: Aluminum, Iron, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.8m (9.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007 Find on map >>
Structure Number: H0802018MMUNNBI, Location: 1. MI N OF WARE TOWN LINE (Lat: 42.316833, Lng: -72.247167), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 1,034 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 1,633 (year 2027), Design Load: H 15, Features Intersected: WATER NEWTON BROOK, Facility Carried by Structure: HWY W GRNWICH RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.191, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.6m (21.7ft), 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: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $17,000, Total Project Cost: $244,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H0802118NMUNNBI, Location: W OF RT32 BY BARRE RD (Lat: 42.345167, Lng: -72.160667), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 0.72m (2.36ft), Average Daily Traffic: 260 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 411 (year 2027), Design Load: H 15, Features Intersected: WATER MOOSE BROOK, Facility Carried by Structure: HWY MORAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, 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: 5.9m (19.4ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 94.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.9 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $11,000, Total Project Cost: $155,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: H080234CNMDCNBI, Location: 14 MI W OF ALT RTE 32 (Lat: 42.392714, Lng: -72.239194), Route carried "on" structure: State lands road , Year Built: 1940, Status: Posted for load-capacity, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 111 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 175 (year 2028), Features Intersected: WATER QUAB RS S BAF DAM, Facility Carried by Structure: HWY ACCESS GT 43 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Concrete, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 2.20m (7.22ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: April 2007, Underwater Inspection Date: June 2007, Bridge Improvement Cost: $608,000, Roadway Improvement Cost: $61,000, Total Project Cost: $913,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Discuss this city on our hugely popular Massachusetts forum Back to: Hardwick, MA, Massachusetts, All US cities.
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