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Bridge Statistics for Cornish, New Hampshire (NH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cornish, NH, New Hampshire, New Hampshire forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 35 Total length: 43 meters (141ft) Total costs: $52,500,000 Total average daily traffic: 33,390 Total average daily truck traffic: 1,920 Total future (year 2026) average daily traffic: 49,417 National Bridge Inventory (NBI) Registered Bridges for Cornish
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 55006400098, Location: 2.8 MI FROM CLAREMONT TL (Lat: 43.463889, Lng: -72.389514), Route carried "on" structure: State highway 12A, Year Built: 1937, Year Reconstructed: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 2,600 (year 2003), Truck Traffic: 7%, Average Future Daily Traffic: 3,848 (year 2026), Design Load: HS 15, Features Intersected: MILL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.635, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.4m (57.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 2.01m (6.59ft), 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, Membrane: Preformed Fabric Find on map >>
Structure Number: 55006400108, Location: VERMONT STATE LINE (Lat: 43.469492, Lng: -72.389136), Route carried "on" structure: State highway , Year Built: 1866, Year Reconstructed: 1989, Status: Posted for load, Structure Length: 13.69m (44.91ft), Average Daily Traffic: 2,700 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,996 (year 2026), Design Load: HS 15, Features Intersected: CONNECTICUT RIVER, Facility Carried by Structure: CORNISH TOLL BR RD Minimum Vertical Clearance: 3.89m (12.76ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 61.9m (203.1ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.3m (20.7ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 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: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below), Length Of Structure Improvement: 13.69m (44.91ft), Designated Inspection Frequency: Every 8 months, Underwater Inspection Frequency: Every 15 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: March 2008, Underwater Inspection Date: September 2007, Other Special Inspection Date: November 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: 55007000155, Location: 0.9 MI FR PLAINFIELD TL (Lat: 43.507381, Lng: -72.375889), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 80 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 118 (year 2026), Features Intersected: BLOW-ME-DOWN BROOK, Facility Carried by Structure: PLATT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.3 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: Equal to present minimum criteria, Length Of Structure Improvement: 1.31m (4.30ft), 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, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55007100139, Location: 1.6MI. FROM PLAINFIELD TL (Lat: 43.496297, Lng: -72.375672), Route carried "on" structure: State highway 12A, Year Built: 1959, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 3,000 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 4,440 (year 2026), Design Load: H 15, Features Intersected: BLOW-ME-DOWN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.998, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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: 1.16m (3.81ft), 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) Find on map >>
Structure Number: 55007100168, Location: 80 FT FR PLAINFIELD TL (Lat: 43.517197, Lng: -72.373881), Route carried "on" structure: Other road , Year Built: 1877, Year Reconstructed: 2002, Status: Posted for load, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 30 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 44 (year 2026), Features Intersected: BLOW-ME-DOWN BROOK, Facility Carried by Structure: SQUAG CITY ROAD Minimum Vertical Clearance: 2.13m (6.99ft), Kilometerpoint: 10.670, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.0m (16.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 11.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.71m (8.89ft), 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: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 55007400093, Location: 0.03 MI FR STAGE ROAD (Lat: 43.463233, Lng: -72.373253), Route carried "on" structure: Other road , Year Built: 1969, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 110 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 163 (year 2026), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: MILL VILLAGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.46m (4.79ft), 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) Find on map >>
Structure Number: 55007600168, Location: 0.2 MI FROM PLAINFIELD T (Lat: 43.517439, Lng: -72.369981), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 80 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 118 (year 2026), Design Load: HS 20, Features Intersected: BLOW-ME-DOWN BROOK, Facility Carried by Structure: THRASHER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.221, Lanes on structure: 2, Owner: City or Municipal 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: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.9 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: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.68m (5.51ft), 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, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 55008100095, Location: 1.3 MI NH 120 (Lat: 43.464283, Lng: -72.368939), Route carried "on" structure: Other road , Year Built: 1883, Status: Posted for load, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 110 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 163 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: ROOT HILL ROAD Minimum Vertical Clearance: 2.52m (8.27ft), Kilometerpoint: 2.124, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.9m (62.0ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 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: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.38m (7.81ft), Designated Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 60 months, Inspection Date: October 2007, Other Special Inspection Date: June 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: Wood or Timber Find on map >>
Structure Number: 55008900082, Location: 2.1 MI FR CLAREMONT TL (Lat: 43.455092, Lng: -72.359583), Route carried "on" structure: Other road , Year Built: 1955, Year Reconstructed: 2007, Status: Closed, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 110 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 163 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: TANDY BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.396, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Poor, Channel: Good, Operating Rating: 31.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.6 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: 1.13m (3.71ft), Designated Inspection Frequency: Every 8 months, Inspection Date: July 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: 55009200077, Location: 1.8 MI CLAREMONT TL (Lat: 43.451958, Lng: -72.357375), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 150 (year 1984), Truck Traffic: 4%, Average Future Daily Traffic: 222 (year 2026), Features Intersected: TANDY BROOK, Facility Carried by Structure: CHASE HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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) Find on map >>
Structure Number: 55009500063, Location: 55 FT FR TANDY BROOK ROA (Lat: 43.442683, Lng: -72.355953), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1979, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 20 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 30 (year 2026), Features Intersected: TANDY BROOK, Facility Carried by Structure: JACKSON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 6.7m (22.0ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55009700091, Location: 5.0 MI WINDSOR TL (Lat: 43.462831, Lng: -72.353086), Route carried "on" structure: Other road OLDRD, Year Built: 1881, Status: Closed, Structure Length: 2.83m (9.28ft), Features Intersected: MILL BROOK, Facility Carried by Structure: FUCHY ROAD Minimum Vertical Clearance: 2.29m (7.51ft), Kilometerpoint: 0.002, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Wood or Timber, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 3.8m (12.5ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Waterway Adequacy: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 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: Wood or Timber Find on map >>
Structure Number: 55010000099, Location: 2.4 MI. FROM JCT. 12-A (Lat: 43.467189, Lng: -72.350111), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,368 (year 2026), Design Load: H 15, Features Intersected: MILL BROOK, Facility Carried by Structure: STAGE&TOWN HO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: 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, 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: 55010300099, Location: 2.5 MI. FROM JCT. 12-A (Lat: 43.467506, Lng: -72.348331), Route carried "on" structure: State highway , Year Built: 1940, Year Reconstructed: 1982, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,368 (year 2026), Design Load: H 15, Features Intersected: GEER BROOK, Facility Carried by Structure: TOWN HOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.007, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.2m (17.1ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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: Better than present minimum 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: 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: 55010700118, Location: 3.5 MI N OF NH12A (Lat: 43.480844, Lng: -72.341628), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1975, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 210 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 311 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.690, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 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-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, 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: Meets minimum limits, Waterway Adequacy: Equal 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, 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55011300127, Location: 0.04 MI FR CENTER ROAD (Lat: 43.487367, Lng: -72.335806), Route carried "on" structure: Other road , Year Built: 1940, Year Reconstructed: 2007, Status: Open, Structure Length: 0.52m (1.71ft), Average Daily Traffic: 210 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 311 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 22.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.1 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: 0.52m (1.71ft), 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55011500093, Location: 75 FT FR STAGE RD (Lat: 43.463856, Lng: -72.333519), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 0.34m (1.12ft), Average Daily Traffic: 100 (year 1984), Average Future Daily Traffic: 148 (year 2026), Features Intersected: GEER BROOK, Facility Carried by Structure: SOUTH PARSONAGE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 5, 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: 1, Length of Maximum Span: 3.4m (11.2ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, 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) Find on map >>
Structure Number: 55011800129, Location: 0.03 MI FR NO. DEERING RD (Lat: 43.487925, Lng: -72.330889), Route carried "on" structure: Other road , Year Built: 1983, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 230 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 340 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 12.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.49m (1.61ft), 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) Find on map >>
Structure Number: 55012400094, Location: 3.75 MI. FROM JCT. 12-A (Lat: 43.463039, Lng: -72.325458), Route carried "on" structure: State highway , Year Built: 1981, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,368 (year 2026), Design Load: H 15, Features Intersected: GEER BROOK, Facility Carried by Structure: STAGE&TOWN HO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.035, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, 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: 0.70m (2.30ft), 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: 55012400129, Location: .4 MI FR OLD COACH RD (Lat: 43.487122, Lng: -72.325139), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 210 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 311 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.559, 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: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Fair, Culverts: Fair, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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) Find on map >>
Structure Number: 55012600043, Location: 0.04 MI FROM CLAREMONT TL (Lat: 43.426264, Lng: -72.325258), Route carried "on" structure: State highway 120, Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 2,500 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,700 (year 2026), Design Load: HS 20, Features Intersected: REDWATER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), 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: 55013500118, Location: .5 MI FR HARRINGTON RD (Lat: 43.480222, Lng: -72.313819), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 180 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 266 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.879, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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) Find on map >>
Structure Number: 55013700099, Location: 4.48 MI. FROM JCT. 12-A (Lat: 43.466178, Lng: -72.311544), Route carried "on" structure: State highway , Year Built: 1940, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 840 (year 1993), Truck Traffic: 10%, Average Future Daily Traffic: 1,243 (year 2026), Design Load: H 15, Features Intersected: GEER BROOK, Facility Carried by Structure: STAGE&TOWN HO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 32.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.61m (2.00ft), 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: 550142001, Location: .06 MI. NW OF JCT 120 (Lat: 43.466175, Lng: -72.307128), Route carried "on" structure: State highway , Year Built: 1940, Year Reconstructed: 1978, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 1,600 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 2,368 (year 2026), Design Load: H 15, Features Intersected: GEER BROOK, Facility Carried by Structure: TOWN HOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.580, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum 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: 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: 55014400123, Location: 2.9 MI FROM PLAINFIELD T (Lat: 43.484467, Lng: -72.304661), Route carried "on" structure: Other road , Year Built: 1981, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 180 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 266 (year 2026), Features Intersected: MILL BROOK, Facility Carried by Structure: CENTER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.764, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 19.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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) Find on map >>
Structure Number: 550146001, Location: 3.68MI S OF PLAINFIELD TL (Lat: 43.467300, Lng: -72.303950), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 2,100 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,108 (year 2026), Features Intersected: GEER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.166, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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) Find on map >>
Structure Number: 55014900102, Location: 3.47 MI. S. PLAINFIELD TL (Lat: 43.469483, Lng: -72.300228), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 2,100 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: H 15, Features Intersected: GEER BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.488, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 43.5 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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) Find on map >>
Structure Number: 55015100122, Location: 0.4 MI. FROM NH RTE. 120 (Lat: 43.483039, Lng: -72.296994), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 60 (year 1989), Average Future Daily Traffic: 89 (year 2027), Features Intersected: MILL BROOK, Facility Carried by Structure: CLARK CAMP ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.013, 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: 1, Length of Maximum Span: 4.3m (14.1ft) Condition: Channel: Critical, Culverts: Critical, Structural Evaluation: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.43m (1.41ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 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: 55015300104, Location: 3.34 MI. S. PLAINFIELD TL (Lat: 43.473439, Lng: -72.296175), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 2,100 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,108 (year 2026), Features Intersected: BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.7m (12.1ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 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 desirable criteria, Length Of Structure Improvement: 0.37m (1.21ft), 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) Find on map >>
Structure Number: 55015600119, Location: 2.63 MI S PLAINFIELD TL (Lat: 43.479281, Lng: -72.293167), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Open, Structure Length: 0.43m (1.41ft), Average Daily Traffic: 2,100 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 3,108 (year 2026), Design Load: H 15, Features Intersected: MILL BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.808, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.4m (11.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.43m (1.41ft), 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: 55016700141, Location: 1.12 MI. S. PLAINFIELD TL (Lat: 43.499994, Lng: -72.276903), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Open, Structure Length: 0.46m (1.51ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 3,256 (year 2026), Features Intersected: BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.948, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.1m (6.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 28.1 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: Better than 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: May 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: 55017200148, Location: 0.8 MI FROM PLAINFIELD TL (Lat: 43.504800, Lng: -72.275697), Route carried "on" structure: State highway 120, Year Built: 1933, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,200 (year 2005), Truck Traffic: 4%, Average Future Daily Traffic: 3,256 (year 2026), Design Load: H 15, Features Intersected: BLOW-ME-DOWN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.479, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 9.8m (32.2ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 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: Better than present minimum 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: 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: 55017500143, Location: 1.4 MI FR CORBIN PARK (Lat: 43.496781, Lng: -72.273689), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1991, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 160 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 237 (year 2026), Features Intersected: NOTCH BROOK, Facility Carried by Structure: LEAVITT HILL 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), 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-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), 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: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 55018200144, Location: 1.1 MI FR CORBIN PARK (Lat: 43.497383, Lng: -72.268256), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1992, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 160 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 237 (year 2026), Design Load: HS 20, Features Intersected: BROOK, Facility Carried by Structure: LEAVITT HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.6 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: Equal 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: 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 Find on map >>
Structure Number: 55019000146, Location: .75 MI FR CORBIN PARK (Lat: 43.507314, Lng: -72.267778), Route carried "on" structure: Other road , Year Built: 1975, Status: Open, Structure Length: 0.30m (0.98ft), Average Daily Traffic: 160 (year 2003), Average Future Daily Traffic: 237 (year 2026), Features Intersected: BROOK, Facility Carried by Structure: LEAVITT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.30m (0.98ft), 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) Discuss this city on our hugely popular New Hampshire forum Back to: Cornish, NH, New Hampshire, All US cities.
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