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Bridge Statistics for Sandisfield, Massachusetts (MA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sandisfield, MA, Massachusetts, Massachusetts forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 37 meters (121ft) Total costs: $9,412,000 Total average daily traffic: 10,810 Total average daily truck traffic: 845 Total future (year 2027) average daily traffic: 17,073 National Bridge Inventory (NBI) Registered Bridges for Sandisfield
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: S03001028MUNNBI, Location: .6 MI NW OF BEECH PLAIN R (Lat: 42.106667, Lng: -73.106111), Route carried "on" structure: City street 57, Year Built: 1956, Status: Posted for load, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 500 (year 1997), Truck Traffic: 4%, Average Future Daily Traffic: 790 (year 2028), Design Load: H 20, Features Intersected: WATER BUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.549, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.6m (61.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 21.7 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: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 2.30m (7.55ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $39,000, Total Project Cost: $574,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S0300202BMUNNBI, Location: 0.5 MI W OF RT 8 (Lat: 42.094722, Lng: -73.086389), Route carried "on" structure: City street 57, Year Built: 1938, Year Reconstructed: 1993, Status: Open, Structure Length: 3.75m (12.30ft), Average Daily Traffic: 510 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 805 (year 2029), Design Load: HS 20, Features Intersected: WATER CLAM RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.818, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.5 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 desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.80m (12.47ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Critical Feature Inspection Date: Febuary 2008, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $32,000, Total Project Cost: $466,000 ( Estimate for 2006), Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S030040BXMHDNBI, Location: 3.9 MI N OF CONN SL (Lat: 42.093889, Lng: -73.075833), Route carried "on" structure: State highway 8, Year Built: 1930, Year Reconstructed: 1991, Status: Open, Structure Length: 2.48m (8.14ft), Average Daily Traffic: 2,300 (year 2003), Truck Traffic: 9%, Average Future Daily Traffic: 3,632 (year 2028), Features Intersected: WATER W BR FARMINGTON R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.695, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.6m (74.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Good, Channel: Good, Operating Rating: 44.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 6 months, Critical Feature Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Other Special Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,392,000, Roadway Improvement Cost: $140,000, Total Project Cost: $2,089,000 ( Estimate for 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: S0300507FMUNNBI, Location: OFF OLD RT 8 @ N END (Lat: 42.078889, Lng: -73.073056), Route carried "on" structure: City street , Year Built: 1956, Status: Posted for load, Structure Length: 3.12m (10.24ft), Average Daily Traffic: 100 (year 1997), Average Future Daily Traffic: 158 (year 2027), Features Intersected: WATER W BR FARMINGTON R, Facility Carried by Structure: HWY CLARK RD EXT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.786, 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: 29.2m (95.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.9m (12.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 13.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 4.00m (13.12ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $50,000, Total Project Cost: $745,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: S03009AQ0MUNNBI, Location: E OF TWN HILL,N OF 57 (Lat: 42.133056, Lng: -73.105278), Route carried "on" structure: City street , Year Built: 2002, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 1997), Average Future Daily Traffic: 158 (year 2027), Design Load: HS 20, Features Intersected: WATER CLAM RIVER, Facility Carried by Structure: HWY HMRTWN MNTVL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 54.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.5 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 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: S0301002AMUNNBI, Location: .2 MI NW OF TOWN HILL RD (Lat: 42.119722, Lng: -73.129167), Route carried "on" structure: City street 57, Year Built: 1956, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 790 (year 2027), Design Load: H 20, Features Intersected: WATER BUCK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.012, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.5m (44.3ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 39.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.9 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: Meets minimum limits, Length Of Structure Improvement: 1.60m (5.25ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $31,000, Total Project Cost: $451,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S0301107HMUNNBI, Location: BET VEITS RD&N BOS.SNF.RD (Lat: 42.091389, Lng: -73.107778), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Design Load: H 15, Features Intersected: WATER N BR SILVER BROOK, Facility Carried by Structure: HWY FOX RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.7m (28.5ft), 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: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 26.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 12.6 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, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $13,000, Total Project Cost: $194,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: S0301207JMUNNBI, Location: S OF RT 57 @ W.NEW BOSTON (Lat: 42.095000, Lng: -73.102222), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Design Load: H 15, Features Intersected: WATER SILVER BROOK, Facility Carried by Structure: HWY BACK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.3m (30.5ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $223,000, Roadway Improvement Cost: $23,000, Total Project Cost: $335,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S0301307KMUNNBI, Location: N OF 57@WEST NEW BOSTON (Lat: 42.101667, Lng: -73.096389), Route carried "on" structure: City street , Year Built: 1936, Status: Posted for load, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 500 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 790 (year 2028), Features Intersected: WATER CLAM RIVER, Facility Carried by Structure: HWY BEECH PLAIN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, 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: 15.2m (49.9ft), 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: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.0 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $21,000, Total Project Cost: $307,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S0301407RMUNNBI, Location: S OF ROOD RD NEAR CONN (Lat: 42.046111, Lng: -73.137500), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 300 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 474 (year 2028), Design Load: H 15, Features Intersected: WATER RIISKA BROOK, Facility Carried by Structure: HWY SANDY BRK T Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, 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: 7.9m (25.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 38.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: April 2007, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $14,000, Total Project Cost: $199,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S0301707TMUNNBI, Location: 0.7 MI W. OF TOWN HILL RD (Lat: 42.121111, Lng: -73.137778), Route carried "on" structure: City street , Year Built: 1956, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 100 (year 2008), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Design Load: H 15, Features Intersected: WATER BUCK RIVER, Facility Carried by Structure: HWY LOWR WEST ST Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.835, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.1 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 minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $114,000, Roadway Improvement Cost: $12,000, Total Project Cost: $172,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S03018029MUNNBI, Location: AT JCT OF MONTVILLE RD (Lat: 42.118333, Lng: -73.125556), Route carried "on" structure: City street 57, Year Built: 1956, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 500 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 790 (year 2027), Design Load: H 20, Features Intersected: WATER FRUITCAKE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: Town or Township 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: 0.3m (1.0ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.5 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.90m (2.95ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2008, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $17,000, Total Project Cost: $250,000 ( Estimate for 2006), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Built-up Find on map >>
Structure Number: S0301907LMUNNBI, Location: S OF VEITS RD S OF RT57 (Lat: 42.088056, Lng: -73.111111), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 15, Features Intersected: WATER S BR SILVER BROOK, Facility Carried by Structure: HWY FOX RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.285, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (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: Good, Channel: Satisfactory, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: S0302107MMUNNBI, Location: E OF FOX RD S OF RT57 (Lat: 42.089444, Lng: -73.108056), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 15, Features Intersected: WATER S BR SILVER BROOK, Facility Carried by Structure: HWY ELK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.789, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.2m (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: Good, Channel: Good, Operating Rating: 32.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 18.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 0.80m (2.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2007, Bridge Improvement Cost: $105,000, Roadway Improvement Cost: $11,000, Total Project Cost: $158,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: S0302307NMUNNBI, Location: S.SANDISFP NEAR NEW MLBRO (Lat: 42.067222, Lng: -73.159444), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 0.71m (2.33ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2028), Design Load: H 15, Features Intersected: WATER SANDY BROOK, Facility Carried by Structure: HWY NORFOLK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.347, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.0m (16.4ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.2m (20.3ft), 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: 7.4m (24.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 29.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.4 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2007, Other Special Inspection Date: July 2007, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $38,000, Total Project Cost: $556,000 ( Estimate for 2006), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: S0302407PMUNNBI, Location: NR CONN BDR&NEW MARLBORO (Lat: 42.044167, Lng: -73.136667), Route carried "on" structure: City street , Year Built: 1939, Year Reconstructed: 1997, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 300 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 474 (year 2028), Design Load: HS 20, Features Intersected: WATER SANDY BROOK, Facility Carried by Structure: HWY SANDY BRK T Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.7m (28.5ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.9 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 36 months, Inspection Date: November 2007, Underwater Inspection Date: November 2006, 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, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: S030300BVMHDNBI, Location: O.6 MI N OF CONN.SL (Lat: 42.048056, Lng: -73.059167), Route carried "on" structure: State highway 8, Year Built: 1965, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 2,200 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 3,474 (year 2027), Design Load: H 20, Features Intersected: WATER SILVERNAIL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.932, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), 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: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 48.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $636,000, Roadway Improvement Cost: $64,000, Total Project Cost: $955,000 ( 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: S030330BWMHDNBI, Location: 2.4 MI N OF CONN SL (Lat: 42.071111, Lng: -73.063333), Route carried "on" structure: State highway 8, Year Built: 1965, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 2,200 (year 1997), Truck Traffic: 10%, Average Future Daily Traffic: 3,474 (year 2027), Design Load: H 20, Features Intersected: WATER W BR FARMINGTON R Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.814, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 38.4m (126.0ft), 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: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.5 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.90m (25.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $407,000, Roadway Improvement Cost: $41,000, Total Project Cost: $611,000 ( 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: S0303607QDEMNBI, Location: E OF RT8 @ TOLLAND BORDER (Lat: 42.127500, Lng: -73.067500), Route carried "on" structure: City street , Year Built: 1950, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 100 (year 2007), Average Future Daily Traffic: 158 (year 2028), Features Intersected: WATER FARMINGTON RIVER, Facility Carried by Structure: HWY ALAN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Park, Forest, or Reservation Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.3m (14.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 47.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 34.6 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 minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.60m (8.53ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $353,000, Roadway Improvement Cost: $36,000, Total Project Cost: $530,000 ( Estimate for 2006), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: S03037007DEMNBI, Location: OTIS STATE FOREST (Lat: 42.176950, Lng: -73.118269), Route carried "on" structure: State lands road , Year Built: 1960, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 100 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 158 (year 2027), Features Intersected: WATER UPR SPEC POND OTLT, Facility Carried by Structure: HWY WEBB 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: 3.0m (9.8ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 2.9m (9.5ft), Out-to-Out Width: 3.7m (12.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 22.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.00m (6.56ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, 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: Monolithic Concrete Discuss this city on our hugely popular Massachusetts forum Back to: Sandisfield, MA, Massachusetts, All US cities.
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