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Bridge Statistics for Newbury, New Hampshire (NH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Newbury, NH, New Hampshire, New Hampshire forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 10 meters (33ft) Total costs: $22,500,000 Total average daily traffic: 35,630 Total average daily truck traffic: 1,479 Total future (year 2026) average daily traffic: 52,732 National Bridge Inventory (NBI) Registered Bridges for Newbury
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 180005600133, Location: .35 MI. E. OF SUNAPEE TL (Lat: 43.340803, Lng: -72.070889), Route carried "on" structure: Ramp State highway 103, Year Built: 1940, Year Reconstructed: 1951, Status: Open, Structure Length: 0.40m (1.31ft), Average Daily Traffic: 5,000 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 7,400 (year 2026), Design Load: H 15, Features Intersected: CHANDLER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.40m (1.31ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 180005900133, Location: 0.4 MI. E. OF SUNAPEE TL (Lat: 43.340617, Lng: -72.068278), Route carried "on" structure: State highway 103, Year Built: 1951, Status: Open, Structure Length: 0.30m (0.98ft), Average Daily Traffic: 5,700 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,436 (year 2026), Design Load: H 20, Features Intersected: JOHNSON BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.700, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 0.30m (0.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 180007800039, Location: 1.4 MI. BRADFORD TL (Lat: 43.272842, Lng: -72.049661), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 0.46m (1.51ft), Average Daily Traffic: 160 (year 1987), Truck Traffic: 4%, Average Future Daily Traffic: 237 (year 2026), Features Intersected: BROOK, Facility Carried by Structure: AROUND MOUNTAIN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.46m (1.51ft), 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: 180008800174, Location: 0.13 MI FR WASHINGTON ST (Lat: 43.369578, Lng: -72.039108), Route carried "on" structure: Other road , Year Built: 1940, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 220 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 326 (year 2026), Features Intersected: BROOK, Facility Carried by Structure: BOWLES ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.865, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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: 180009000074, Location: 1.25 MI. RTE. 103 (Lat: 43.297594, Lng: -72.038350), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 250 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 370 (year 2026), Features Intersected: ANDREW BROOK, Facility Carried by Structure: MOUNTAIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.941, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 32.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.07m (3.51ft), 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: 180009000108, Location: 4.9 MI. FROM BRADFORD TL (Lat: 43.321839, Lng: -72.037472), Route carried "on" structure: State highway 103, Year Built: 1931, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 5,700 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 8,436 (year 2026), Design Load: H 15, Features Intersected: BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.886, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.5m (4.9ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 21.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.34m (1.12ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 18000940008, Location: 1.0 MI. RTE. 103 (Lat: 43.301264, Lng: -72.034169), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 370 (year 2026), Features Intersected: ANDREW BROOK, Facility Carried by Structure: MOUNTAIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.440, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 22.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 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: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 18001000009, Location: 0.16 MI. RTE. 103 (Lat: 43.309417, Lng: -72.027158), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 230 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 340 (year 2026), Features Intersected: ANDREW BROOK, Facility Carried by Structure: MOUNTAIN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.582, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), 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: 180010400092, Location: 3.8 MI FROM BRADFORD TL (Lat: 43.311578, Lng: -72.024081), Route carried "on" structure: State highway 103, Year Built: 1937, Year Reconstructed: 1982, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 4,100 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 6,068 (year 2026), Design Load: H 15, Features Intersected: ANDREW BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 13.9m (45.6ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.88m (2.89ft), 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: 180011600085, Location: 3.1 MI FROM BRADFORD TL (Lat: 43.304983, Lng: -72.011847), Route carried "on" structure: State highway 103, Year Built: 1977, Status: Open, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 4,100 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 6,068 (year 2026), Design Load: HS 20+Mod, Features Intersected: ANDREW BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Very good, Culverts: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.55m (1.80ft), 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) Find on map >>
Structure Number: 180012000078, Location: 300FT. RTE. 103 (Lat: 43.301492, Lng: -72.006597), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 390 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 577 (year 2026), Features Intersected: ANDREW BROOK, Facility Carried by Structure: VILLAGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 22.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.04m (3.41ft), 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: 180013200074, Location: 2.1 MI FROM BRADFORD T.L. (Lat: 43.296467, Lng: -71.995872), Route carried "on" structure: State highway 103, Year Built: 1962, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 4,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 6,660 (year 2026), Design Load: H 20, Features Intersected: ANDREW BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.19m (3.90ft), 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: 180013600063, Location: 300 FT. RTE. 103 (Lat: 43.290428, Lng: -71.992736), Route carried "on" structure: Other road , Year Built: 1940, Status: Open, Structure Length: 0.55m (1.80ft), Average Daily Traffic: 130 (year 2005), Truck Traffic: 10%, Average Future Daily Traffic: 192 (year 2026), Features Intersected: MORSE BROOK, Facility Carried by Structure: MORSE HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.867, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.55m (1.80ft), 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: 180013700064, Location: 1.67 MI. FROM BRADFORD TL (Lat: 43.290892, Lng: -71.992361), Route carried "on" structure: State highway 103, Year Built: 1962, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 4,500 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 6,660 (year 2026), Design Load: H 20, Features Intersected: MORSE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.688, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 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: 180013800072, Location: 0.2 MI. RTE. 103 (Lat: 43.295869, Lng: -71.991097), Route carried "on" structure: Other road , Year Built: 1929, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 400 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 592 (year 2026), Features Intersected: RING BROOK, Facility Carried by Structure: SUTTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.2m (23.6ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 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 Discuss this city on our hugely popular New Hampshire forum Back to: Newbury, NH, New Hampshire, All US cities.
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