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Bridge Statistics for Sunapee, New Hampshire (NH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sunapee, NH, New Hampshire, New Hampshire forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 23 meters (75ft) Total costs: $30,000,000 Total average daily traffic: 73,010 Total average daily truck traffic: 5,294 Total future (year 2026) average daily traffic: 108,055 National Bridge Inventory (NBI) Registered Bridges for Sunapee
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 247006700078, Location: 0.2 M W NEWPORT T.L. (Lat: 43.373042, Lng: -72.124894), Route carried "on" structure: State highway 11, Year Built: 1957, Year Reconstructed: 1979, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 4,440 (year 2026), Design Load: HS 20, Features Intersected: SUGAR RIVER, Facility Carried by Structure: NH103 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.5m (44.3ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 3.05m (10.01ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247006900069, Location: 0.15 NEWPORT TL (Lat: 43.366403, Lng: -72.124458), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 200 (year 1984), Truck Traffic: 4%, Average Future Daily Traffic: 296 (year 2026), Features Intersected: WENDELL BROOK, Facility Carried by Structure: TRASK BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 1.5m (4.9ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.9m (19.4ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 36.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008) Find on map >>
Structure Number: 247006900079, Location: 0.1 MI FROM NEWPORT TL (Lat: 43.373067, Lng: -72.124219), Route carried "on" structure: Ramp State highway 103, Year Built: 1923, Year Reconstructed: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 6,900 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 10,212 (year 2026), Design Load: H 15, Features Intersected: SUGAR RIVER, Facility Carried by Structure: NH 11 RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247007100052, Location: 0.15 NEWPORT TL (Lat: 43.353267, Lng: -72.123800), Route carried "on" structure: Other road , Year Built: 1950, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 600 (year 1984), Truck Traffic: 4%, Average Future Daily Traffic: 888 (year 2026), Features Intersected: WENDELL BROOK, Facility Carried by Structure: BRADFORD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 26.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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: 0.61m (2.00ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247007100087, Location: 6.1 MI. FROM NEW LONDON T (Lat: 43.378181, Lng: -72.121017), Route carried "on" structure: State highway 11, Year Built: 1957, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 6,900 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 10,212 (year 2026), Design Load: HS 20, Features Intersected: SUGAR RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.3m (43.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247008300088, Location: 0.1 MI N NH 11 (Lat: 43.378425, Lng: -72.111336), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 50 (year 1990), Truck Traffic: 4%, Average Future Daily Traffic: 74 (year 2026), Features Intersected: SUGAR RIVER, Facility Carried by Structure: TREATMENT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Serious, Structural Evaluation: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008) Find on map >>
Structure Number: 2470094001, Location: 0.3 MI FR NH RTE 11 (Lat: 43.386472, Lng: -72.098433), Route carried "on" structure: Other road , Year Built: 1900, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 750 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 1,110 (year 2026), Features Intersected: SUGAR RIVER, Facility Carried by Structure: LOWER MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Satisfactory, Superstructure: Serious, Substructure: Poor, Channel: Good, Operating Rating: 10.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 6.4 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: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2470097001, Location: 2.1 MI. CROYDON TL (Lat: 43.385961, Lng: -72.096328), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 2004, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 10 (year 1984), Truck Traffic: 4%, Average Future Daily Traffic: 15 (year 2026), Features Intersected: SUGAR RIVER, Facility Carried by Structure: NORTH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247009700101, Location: 0.4 MI FR NH RTE 11 (Lat: 43.386619, Lng: -72.094622), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 750 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 1,110 (year 2026), Features Intersected: BROOK, Facility Carried by Structure: LOWER MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 2470100001, Location: 200 FT FROM MAIN ST (Lat: 43.386500, Lng: -72.091497), Route carried "on" structure: Other road , Year Built: 1920, Status: Closed, Structure Length: 1.59m (5.22ft), Truck Traffic: 4%, Features Intersected: SUGAR RIVER, Facility Carried by Structure: MILL STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Poor, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.59m (5.22ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 2470103001, Location: 4.0 MI NEW LONDON TL (Lat: 43.387189, Lng: -72.087903), Route carried "on" structure: State highway 11, Year Built: 1957, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 6,900 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 10,212 (year 2026), Design Load: HS 20, Features Intersected: SUGAR RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.023, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.6m (38.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.41m (7.91ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247010800099, Location: 0.3 MI. RTE.103B (Lat: 43.386236, Lng: -72.083622), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 2006, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 640 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 947 (year 2026), Design Load: HS 25, Features Intersected: SUGAR RIVER, Facility Carried by Structure: HIGH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 80.0 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247011100099, Location: 115 FT FROM GARNETT ST (Lat: 43.385542, Lng: -72.081422), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 1992, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 2,960 (year 2026), Design Load: HS 25, Features Intersected: SUGAR RIVER, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 42.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: Febuary 2008, Underwater Inspection Date: October 2004, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247011200074, Location: 1.54 MI N NEWBURY TL (Lat: 43.366094, Lng: -72.080803), Route carried "on" structure: State highway 103B, Year Built: 1935, Year Reconstructed: 1975, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,100 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: H 15, Features Intersected: SUCKER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.446, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: 0.61m (2.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247012100165, Location: 0.5 MI. FROM NEW LONDON T (Lat: 43.431864, Lng: -72.066722), Route carried "on" structure: State highway 11, Year Built: 1954, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 6,500 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 9,620 (year 2026), Design Load: H 20, Features Intersected: OTTER POND OUTLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft) Condition: Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: May 2006, Other Special Inspection Date: May 2004, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008) Find on map >>
Structure Number: 247012100166, Location: .57 MI. SPRINGFIELD TL (Lat: 43.431500, Lng: -72.066625), Route carried "on" structure: City street , Year Built: 1927, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 660 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 977 (year 2026), Design Load: H 15, Features Intersected: OTTER POND OUTLET, Facility Carried by Structure: OLD NH 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247012200163, Location: 255FT. RTE.11 (Lat: 43.430750, Lng: -72.066800), Route carried "on" structure: Other road , Year Built: 1920, Year Reconstructed: 2006, Status: Open, Structure Length: 0.84m (2.76ft), Average Daily Traffic: 250 (year 2001), Truck Traffic: 4%, Average Future Daily Traffic: 370 (year 2026), Design Load: HS 25, Features Intersected: OTTER POND OUTLET, Facility Carried by Structure: COOPER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.080, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.2 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: Equal to present minimum criteria, Length Of Structure Improvement: 0.84m (2.76ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247012200168, Location: 85 FT FROM JCT. INV RT 44 (Lat: 43.432833, Lng: -72.066147), Route carried "on" structure: State highway , Year Built: 1968, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 2,800 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 4,144 (year 2026), Design Load: HS 20, Features Intersected: OTTER POND OUTLET, Facility Carried by Structure: SPRINGFIELD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.996, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.52m (1.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2008, Underwater Inspection Date: July 1996, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008) Find on map >>
Structure Number: 247012400178, Location: 0.5MI FROM NEW LONDON TL (Lat: 43.441231, Lng: -72.064203), Route carried "on" structure: Interstate 89, Year Built: 1968, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 16,000 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 23,680 (year 2026), Design Load: HS 20+Mod, Features Intersected: GEORGES MILLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 247012400179, Location: 0.5 FROM NEW LONDON T.L. (Lat: 43.441667, Lng: -72.063611), Route carried "on" structure: Interstate 89, Year Built: 1967, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 16,000 (year 2004), Truck Traffic: 9%, Average Future Daily Traffic: 23,680 (year 2026), Design Load: HS 20+Mod, Features Intersected: GEORGES MILLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New Hampshire forum Back to: Sunapee, NH, New Hampshire, All US cities.
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