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Bridge Statistics for Piermont, New Hampshire (NH) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Piermont, NH, New Hampshire, New Hampshire forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 12 Total length: 24 meters (79ft) Total costs: $18,000,000 Total average daily traffic: 9,750 Total average daily truck traffic: 535 Total future (year 2026) average daily traffic: 14,431 National Bridge Inventory (NBI) Registered Bridges for Piermont
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 209003200103, Location: VERMONT STATE LINE (Lat: 43.977961, Lng: -72.111997), Route carried "on" structure: State highway 25, Year Built: 1929, Year Reconstructed: 1993, Status: Open, Structure Length: 10.82m (35.50ft), Average Daily Traffic: 2,700 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 3,996 (year 2026), Design Load: H 15, Features Intersected: CONNECTICUT RIVER Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 100.3m (329.1ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.3m (20.7ft), Out-to-Out Width: 6.6m (21.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, 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: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 10.82m (35.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Other Special Inspection Frequency: Every 24 months, Inspection Date: June 2008, Critical Feature Inspection Date: June 2008, Underwater Inspection Date: September 2007, Other Special 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: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >>
Structure Number: 209005600078, Location: 0.5 MI FROM ORFORD TL (Lat: 43.960258, Lng: -72.087944), Route carried "on" structure: State highway 10, Year Built: 2000, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 1,700 (year 2004), Truck Traffic: 2%, Average Future Daily Traffic: 2,516 (year 2026), Design Load: HS 25, Features Intersected: BEAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.917, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 50.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.27m (17.29ft), 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: 209005900161, Location: 650 FT FR RIVER RD NO 50 (Lat: 44.017494, Lng: -72.082789), Route carried "on" structure: Other road , Year Built: 1974, Year Reconstructed: 1995, Status: Open, Structure Length: 0.37m (1.21ft), Average Daily Traffic: 60 (year 1987), Truck Traffic: 4%, Average Future Daily Traffic: 89 (year 2026), Features Intersected: BROOK, Facility Carried by Structure: SWAINS MEADOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 3.0m (9.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.7m (15.4ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 48.1 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, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.37m (1.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: Wood or Timber Find on map >>
Structure Number: 209006000073, Location: 0.27 MI. RTE.10 (Lat: 43.957544, Lng: -72.085903), Route carried "on" structure: Other road , Year Built: 1960, Status: Closed, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 160 (year 1987), Truck Traffic: 4%, Average Future Daily Traffic: 237 (year 2026), Features Intersected: BEAN BROOK, Facility Carried by Structure: BEAN BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Failed, Superstructure: Failed, Substructure: Failed, Channel: Good, 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: 0.88m (2.89ft), 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: 209006600159, Location: .72 MI. SW JCT. 10 AND 25 (Lat: 44.015744, Lng: -72.080842), Route carried "on" structure: State highway , Year Built: 1951, Year Reconstructed: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,100 (year 2004), Truck Traffic: 4%, Average Future Daily Traffic: 1,628 (year 2026), Design Load: H 15, Features Intersected: BROOK, Facility Carried by Structure: RIVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.198, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 29.9 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, 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: 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: 209006700093, Location: 1.4 MI FROM ORFORD T.L. (Lat: 43.969611, Lng: -72.079567), Route carried "on" structure: State highway 10, Year Built: 1952, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,500 (year 2004), Truck Traffic: 7%, Average Future Daily Traffic: 2,220 (year 2026), Design Load: H 20, Features Intersected: EASTMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.269, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 47.2 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), 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) Find on map >>
Structure Number: 209008400095, Location: 0.02 MI FR NH RTE 25C (Lat: 43.970692, Lng: -72.063683), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10 (year 1989), Average Future Daily Traffic: 15 (year 2026), Features Intersected: EASTMAN BROOK, Facility Carried by Structure: TOWN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 4.0m (13.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 42.2 metric tons, Inventory Rating: 25.2 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 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: 209009200103, Location: 50FT. RTE.25C (Lat: 43.978511, Lng: -72.055678), Route carried "on" structure: Other road , Year Built: 1945, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 160 (year 1987), Truck Traffic: 4%, Average Future Daily Traffic: 237 (year 2026), Features Intersected: EASTMAN BROOK, Facility Carried by Structure: BARTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 3.1m (10.2ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Fair, Operating Rating: 7.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 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: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: December 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: 209010000105, Location: 2.25 MI. FROM JCT. NH 10 (Lat: 43.976603, Lng: -72.044683), Route carried "on" structure: State highway 25C, Year Built: 1965, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 860 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,273 (year 2026), Design Load: HS 20, Features Intersected: EASTMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.589, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, 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: 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: 209013200136, Location: 4.11 MI. NW OF WARREN TL (Lat: 43.998606, Lng: -72.012006), Route carried "on" structure: State highway 25C, Year Built: 1949, Year Reconstructed: 1977, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 860 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 1,273 (year 2026), Design Load: H 15, Features Intersected: EASTMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.467, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 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: 7.4m (24.3ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.5 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: Meets minimum limits, 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: 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: 209015100126, Location: 145FT. RTE.25C (Lat: 43.992689, Lng: -71.992306), Route carried "on" structure: Other road , Year Built: 1998, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 60 (year 1987), Average Future Daily Traffic: 89 (year 2026), Features Intersected: EASTMAN BROOK, Facility Carried by Structure: RODIMON LANE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.9m (16.1ft) Condition: Channel: Satisfactory, Culverts: Good, 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, 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: December 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: 209015900127, Location: 2.51 MI. NW OF WARREN TL (Lat: 43.991617, Lng: -71.987269), Route carried "on" structure: State highway 25C, Year Built: 1936, Year Reconstructed: 1967, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 580 (year 2004), Truck Traffic: 10%, Average Future Daily Traffic: 858 (year 2026), Design Load: H 15, Features Intersected: EASTMAN BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.897, 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: 7.3m (24.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 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 Discuss this city on our hugely popular New Hampshire forum Back to: Piermont, NH, New Hampshire, All US cities.
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