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Bridge Statistics for Hart's Location, New Hampshire (NH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hart's Location, NH, New Hampshire, New Hampshire forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 15 Total length: 23 meters (75ft) Total costs: $22,500,000 Total average daily traffic: 31,300 Total average daily truck traffic: 2,081 Total future (year 2026) average daily traffic: 46,324 National Bridge Inventory (NBI) Registered Bridges for Hart's Location
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 116005500091, Location: .2 MI FROM CAROLL TL (Lat: 44.213172, Lng: -71.406856), Route carried "on" structure: US 302, Year Built: 1962, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 2,400 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 3,552 (year 2026), Design Load: H 20, Features Intersected: SACO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Fair, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: July 2006, 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: 116006000091, Location: .4 MI CARROLL T.L. (Lat: 44.208858, Lng: -71.404425), Route carried "on" structure: US 302, Year Built: 1960, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: H 20, Features Intersected: FLUME CASCADE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.612, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: 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 24 months, Inspection Date: August 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: Integral Concrete Find on map >>
Structure Number: 11600630009, Location: 0.5 MI CARROLL T.L. (Lat: 44.206731, Lng: -71.403211), Route carried "on" structure: US 302, Year Built: 1960, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: H 20, Features Intersected: SILVER CASCADE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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: 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 24 months, Inspection Date: August 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: Integral Concrete Find on map >>
Structure Number: 116006900081, Location: 1.3 MI SE FROM CARROLL TL (Lat: 44.197761, Lng: -71.407253), Route carried "on" structure: US 302, Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,900 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,812 (year 2026), Design Load: HS 20+Mod, Features Intersected: WILLEY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.819, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), 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: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 74.4 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, 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: 116007000084, Location: 1.0 MI FROM CARROLL TL (Lat: 44.200031, Lng: -71.406419), Route carried "on" structure: US 302, Year Built: 1978, Year Reconstructed: 2001, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 2,400 (year 1993), Truck Traffic: 7%, Average Future Daily Traffic: 3,552 (year 2026), Design Load: HS 20+Mod, Features Intersected: SACO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.545, Lanes on structure: 3, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.6m (44.6ft), Out-to-Out Width: 14.8m (48.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, 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: 116011600085, Location: 3.5 MI CARROLL TL (Lat: 44.170139, Lng: -71.384397), Route carried "on" structure: US 302, Year Built: 1960, Year Reconstructed: 2001, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,900 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,812 (year 2026), Design Load: HS 20, Features Intersected: AVALANCHE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.697, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), 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: 13.2m (43.3ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.07m (3.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, 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: 116012700096, Location: 4.4 MI CARROLL TL (Lat: 44.164989, Lng: -71.369211), Route carried "on" structure: US 302, Year Built: 1949, Year Reconstructed: 2001, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: HS 25, Features Intersected: SACO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.097, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.7m (41.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: 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: August 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, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 116013600097, Location: 5.2MI S.E. CARROLL T.L. (Lat: 44.161033, Lng: -71.366378), Route carried "on" structure: US 302, Year Built: 1939, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 1,900 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,812 (year 2026), Design Load: H 15, Features Intersected: RELIEF OPENING A Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.982, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.4m (47.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 42.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.49m (1.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, 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: 116014200094, Location: 5.3 MI FROM CARROLL TL (Lat: 44.153064, Lng: -71.364683), Route carried "on" structure: US 302, Year Built: 1976, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: HS 20+Mod, Features Intersected: SACO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.497, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 51.7 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: 116014900089, Location: 5.8 MI CARROLL TL (Lat: 44.145983, Lng: -71.365536), Route carried "on" structure: US 302, Year Built: 1950, Year Reconstructed: 2001, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,100 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: H 20, Features Intersected: BEMIS BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.350, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Superior 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: August 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: 116016800084, Location: 6.8 MI S.E. CARROLL T.L. (Lat: 44.136197, Lng: -71.360778), Route carried "on" structure: US 302, Year Built: 1950, Year Reconstructed: 2002, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 1,900 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,812 (year 2026), Design Load: HS 25, Features Intersected: DAVIS BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.525, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.5m (31.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, 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: 9.3m (30.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: 0.66m (2.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,000,000, Roadway Improvement Cost: $100,000, Total Project Cost: $1,500,000 ( Estimate for 2008), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 116019700077, Location: 4.2 MI.BARTLETT T.L. (Lat: 44.113397, Lng: -71.354022), Route carried "on" structure: US 302, Year Built: 1978, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 2,000 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,960 (year 2026), Design Load: HS 20+Mod, Features Intersected: NHRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.390, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.4m (80.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.77m (22.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, 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: 116020100072, Location: 8.3 MI CARROLL TL (Lat: 44.112433, Lng: -71.353828), Route carried "on" structure: US 302, Year Built: 1978, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 2,000 (year 1994), Truck Traffic: 7%, Average Future Daily Traffic: 2,960 (year 2026), Design Load: HS 20+Mod, Features Intersected: NANCY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.502, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.5m (41.0ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior 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: July 2006, 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: 116023500059, Location: 1.8 MI FROM BARTLETT TL (Lat: 44.085036, Lng: -71.349472), Route carried "on" structure: US 302, Year Built: 1991, Status: Open, Structure Length: 3.05m (10.01ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 3,256 (year 2026), Design Load: HS 25, Features Intersected: SAWYER RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.737, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.0m (95.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: 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: August 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, Membrane: Preformed Fabric, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 116025600069, Location: 0.3 MI FROM BARTLETT TL (Lat: 44.075903, Lng: -71.335178), Route carried "on" structure: US 302, Year Built: 1939, Year Reconstructed: 2003, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 3,256 (year 2026), Design Load: HS 25, Features Intersected: STONY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.379, Lanes on structure: 2, Base Highway Network: Yes (Inventory Route: U3, Subroute: 1), Owner: State Highway Agency, Approaching Roadway Width: 9.6m (31.5ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 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: Hart's Location, NH, New Hampshire, All US cities.
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