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Bridge Statistics for Keene, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Keene, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 36 Total length: 58 meters (190ft) Total costs: $21,012,000 Total average daily traffic: 35,122 Total average daily truck traffic: 3,087 Total future (year 2021) average daily traffic: 44,736 National Bridge Inventory (NBI) Registered Bridges for Keene
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100698, Location: RT 73 2.8 MI N KEENE V. (Lat: 44.234442, Lng: -73.782550), Route carried "on" structure: State highway 9N, Year Built: 1936, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 4,342 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 5,520 (year 2026), Features Intersected: NORTON BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 81.090, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2006, Underwater Inspection Date: June 2003, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $176,000, Total Project Cost: $472,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 100699, Location: JCT OF ROUTES 73 & 9N (Lat: 44.256231, Lng: -73.792022), Route carried "on" structure: State highway 9N, Year Built: 2000, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,975 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 2,511 (year 2026), Design Load: HS 25, Features Intersected: GULF BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 83.822, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.22m (4.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $212,000, Total Project Cost: $569,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1007, Location: 3.0 MI N JCT RTS 9N & 73 (Lat: 44.298214, Lng: -73.785958), Route carried "on" structure: State highway 9N, Year Built: 1930, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,975 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 2,539 (year 2026), Features Intersected: STYLES BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 93.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $357,000, Roadway Improvement Cost: $212,000, Total Project Cost: $569,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102967, Location: RT 73 0.4 MI N JCT RT9&73 (Lat: 44.104372, Lng: -73.692100), Route carried "on" structure: State highway 73, Year Built: 1935, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: SO FK BOUQUET RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.558, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $677,000, Roadway Improvement Cost: $402,000, Total Project Cost: $1,079,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102968, Location: RT 73 1.4 MI N JCT RT9&73 (Lat: 44.113072, Lng: -73.709075), Route carried "on" structure: State highway 73, Year Built: 1935, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: NO FK BOUQUET RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.775, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.7 metric tons, Inventory Rating: 22.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $215,000, Total Project Cost: $576,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102969, Location: RT 73 3.0 MI S KEENE V. (Lat: 44.150286, Lng: -73.767597), Route carried "on" structure: State highway 73, Year Built: 1935, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: BEEDE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.778, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $98,000, Total Project Cost: $264,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10297, Location: RT 73 2.8 MI S KEENE V. (Lat: 44.152761, Lng: -73.768908), Route carried "on" structure: State highway 73, Year Built: 1935, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: PUTNAM BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.780, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 74.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102971, Location: RT 73 2.5 MI S KEENE V. (Lat: 44.156114, Lng: -73.771253), Route carried "on" structure: State highway 73, Year Built: 1935, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: BEEDE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.776, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102972, Location: RT 73 2.2 MI S KEENE V. (Lat: 44.159492, Lng: -73.774756), Route carried "on" structure: State highway 73, Year Built: 1936, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: BEEDE BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.336, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $173,000, Roadway Improvement Cost: $103,000, Total Project Cost: $276,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102973, Location: 1.9 MI S OF KEENE VALLEY (Lat: 44.163453, Lng: -73.778467), Route carried "on" structure: State highway 73, Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 2.89m (9.48ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: E BR AUSABLE RVR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.328, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 68.3 metric tons, Inventory Rating: 23.2 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $561,000, Roadway Improvement Cost: $333,000, Total Project Cost: $894,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 102974, Location: N END KEENE VALLEY (Lat: 44.194308, Lng: -73.786642), Route carried "on" structure: State highway 73, Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: JOHNS BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.323, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $665,000, Roadway Improvement Cost: $396,000, Total Project Cost: $1,061,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 102975, Location: RT 73 0.1 MI N KEENE V. (Lat: 44.195500, Lng: -73.786558), Route carried "on" structure: State highway 73, Year Built: 1936, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: JOHNS BR OVERFLOW Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.338, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Poor, Operating Rating: 69.9 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $246,000, Roadway Improvement Cost: $146,000, Total Project Cost: $392,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102976, Location: RT 73 2.2 MI N KEENE V. (Lat: 44.226667, Lng: -73.784703), Route carried "on" structure: State highway 73, Year Built: 1936, Year Reconstructed: 1992, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 1,940 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,466 (year 2025), Features Intersected: E BR AUSABLE RIV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.327, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2006, Critical Feature Inspection Date: September 2006, Bridge Improvement Cost: $555,000, Roadway Improvement Cost: $330,000, Total Project Cost: $885,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 102978, Location: 0.7 MI NW JCT RTS 73 & 9N (Lat: 44.263575, Lng: -73.798817), Route carried "on" structure: State highway 73, Year Built: 1927, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,984 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 3,794 (year 2026), Features Intersected: CASCADE LK OUTLET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.845, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft) Condition: Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 51.4 metric tons, Inventory Rating: 22.0 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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 2006, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $120,000, Total Project Cost: $322,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 106024, Location: .1 MI NW JCT SH 9N & SH73 (Lat: 44.256672, Lng: -73.793761), Route carried "on" structure: State highway 73, Year Built: 1993, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 2,984 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 3,794 (year 2026), Design Load: HS 20, Features Intersected: E BR AUSABLE RVR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.832, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Very good, Channel: Very good, Operating Rating: 89.8 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,647,000, Roadway Improvement Cost: $980,000, Total Project Cost: $2,627,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 225987, Location: 1 MI W OF KEENE VALLEY (Lat: 44.190925, Lng: -73.799544), Route carried "on" structure: Other road , Year Built: 1985, Status: Posted for load-capacity, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 25 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 33 , Features Intersected: SLIDE BROOK, Facility Carried by Structure: STOVER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 77.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $109,000, Roadway Improvement Cost: $65,000, Total Project Cost: $174,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33023, Location: 1.5 MI E OF KEENE (Lat: 44.254967, Lng: -73.743228), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 200 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 262 , Design Load: HS 20, Features Intersected: GULF BROOK, Facility Carried by Structure: HURRICANE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.3m (27.2ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 85.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $106,000, Roadway Improvement Cost: $62,000, Total Project Cost: $168,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 330231, Location: 1 MILE EAST OF KEENE (Lat: 44.257744, Lng: -73.780783), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 50 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 66 (year 2021), Design Load: HS 25, Features Intersected: GULF BROOK, Facility Carried by Structure: Hurricane Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $138,000, Total Project Cost: $371,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330232, Location: VILLAGE OF KEENE (Lat: 44.256142, Lng: -73.785828), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26 , Features Intersected: GULF BROOK, Facility Carried by Structure: ORMSBY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $103,000, Roadway Improvement Cost: $61,000, Total Project Cost: $164,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330233, Location: 2 MI NW KEENE (Lat: 44.275019, Lng: -73.816194), Route carried "on" structure: City street , Year Built: 1939, Status: Posted for load, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 47 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 62 (year 2019), Features Intersected: CLIFFORD BROOK, Facility Carried by Structure: BARTLETT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.9m (22.6ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $169,000, Roadway Improvement Cost: $100,000, Total Project Cost: $269,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 330234, Location: 2.5 M N OF KEENE (Lat: 44.282694, Lng: -73.792528), Route carried "on" structure: City street , Year Built: 1911, Year Reconstructed: 1988, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 29 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2023), Features Intersected: CLIFFORD BROOK, Facility Carried by Structure: LACY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 95.3 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $93,000, Roadway Improvement Cost: $55,000, Total Project Cost: $148,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330235, Location: 2 MILES N OF VIL OF KEENE (Lat: 44.279019, Lng: -73.790517), Route carried "on" structure: City street , Year Built: 1895, Status: Posted for load-capacity, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 109 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 143 (year 2023), Design Load: HS 20, Features Intersected: E B AUSABLE RIVER, Facility Carried by Structure: LACY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.7m (15.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2006, Critical Feature Inspection Date: July 2006, Bridge Improvement Cost: $384,000, Roadway Improvement Cost: $229,000, Total Project Cost: $613,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330236, Location: 2 MILES SOUTH OF KEENE (Lat: 44.233894, Lng: -73.779931), Route carried "on" structure: City street , Year Built: 1913, Status: Posted for load, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 2 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 3 , Features Intersected: SCHAFFER BROOK, Facility Carried by Structure: CEMETERY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 6.0 metric tons, Inventory Rating: 6.0 metric tons, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2007, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $106,000, Total Project Cost: $284,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330238, Location: 4 MI NE OF KEENE (Lat: 44.296697, Lng: -73.749706), Route carried "on" structure: City street , Year Built: 1996, Status: Posted for load-capacity, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13 , Design Load: HS 20, Features Intersected: STYLES BROOK, Facility Carried by Structure: OCONNELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Good, Operating Rating: 71.7 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $178,000, Roadway Improvement Cost: $106,000, Total Project Cost: $284,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 330239, Location: 4 MI NE KEENE (Lat: 44.299878, Lng: -73.730183), Route carried "on" structure: City street , Year Built: 1985, Status: Posted for load-capacity, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26 , Features Intersected: STYLES BROOK, Facility Carried by Structure: MACDONALD ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $102,000, Total Project Cost: $274,000 ( Estimate for 2007) Find on map >>
Structure Number: 33024, Location: 0.5 MI NE OF KEENE VALLEY (Lat: 44.199886, Lng: -73.783006), Route carried "on" structure: City street , Year Built: 1980, Status: Open, Structure Length: 5.57m (18.27ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 131 , Design Load: H 20, Features Intersected: E BRCH AUSABLE R, Facility Carried by Structure: BEEDE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 5.57m (18.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $620,000, Total Project Cost: $1,663,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330241, Location: 0.8 MI NE KEENE VALLEY (Lat: 44.199836, Lng: -73.780422), Route carried "on" structure: City street , Year Built: 2000, Status: Posted for load-capacity, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 125 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 164 , Design Load: HS 20, Features Intersected: PHELPS BROOK, Facility Carried by Structure: BEEDE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 80.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $620,000, Total Project Cost: $1,663,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330242, Location: VILLAGE OF KEENE VALLEY (Lat: 44.194336, Lng: -73.785764), Route carried "on" structure: Other road , Year Built: 1900, Year Reconstructed: 1997, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13 , Design Load: HS 20+Mod, Features Intersected: E BR AUSABLE R, Facility Carried by Structure: LATE HALL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 64.4 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2006, Critical Feature Inspection Date: August 2006, Bridge Improvement Cost: $1,043,000, Roadway Improvement Cost: $620,000, Total Project Cost: $1,663,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 330243, Location: 0.9 MI NE KEENE VALLEY (Lat: 44.199939, Lng: -73.777672), Route carried "on" structure: Other road , Year Built: 1975, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 15 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 20 , Features Intersected: PHELPS BROOK, Facility Carried by Structure: BARRETT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.9m (12.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.2m (13.8ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 36.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $85,000, Roadway Improvement Cost: $51,000, Total Project Cost: $136,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 330244, Location: KEENE VALLEY (Lat: 44.189767, Lng: -73.799017), Route carried "on" structure: City street , Year Built: 1948, Year Reconstructed: 1991, Status: Posted for load-capacity, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 20 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 26 , Features Intersected: JOHNS BROOK, Facility Carried by Structure: INTERBROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Good, Operating Rating: 60.5 metric tons, Inventory Rating: 25.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $77,000, Total Project Cost: $207,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber Find on map >>
Structure Number: 330245, Location: 7 MI S OF KEENE (Lat: 44.149306, Lng: -73.770583), Route carried "on" structure: City street , Year Built: 1902, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13 , Features Intersected: BEEDE BROOK, Facility Carried by Structure: ST HUBERTS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Fair, Superstructure: Serious, Substructure: Poor, Channel: Fair, Operating Rating: 18.1 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: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2007, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $94,000, Total Project Cost: $253,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 330246, Location: 1.5 MI NW OF KEENE (Lat: 44.276692, Lng: -73.823325), Route carried "on" structure: City street , Year Built: 2000, Status: Posted for load-capacity, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 10 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 13 (year 2020), Design Load: HS 20, Features Intersected: CLIFFORD BROOK, Facility Carried by Structure: CLIFFORD FALLS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 4.9m (16.1ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 79.8 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.68m (5.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $159,000, Roadway Improvement Cost: $94,000, Total Project Cost: $253,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 330278, Location: .5 MI NW VILLAGE OF KEENE (Lat: 44.261683, Lng: -73.796053), Route carried "on" structure: City street , Year Built: 1996, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 50 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 66 , Design Load: HS 20, Features Intersected: CASCADE BROOK, Facility Carried by Structure: CHURCH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $140,000, Total Project Cost: $375,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336403, Location: 2 MI S VILLAGE OF KEENE (Lat: 44.235214, Lng: -73.794742), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 3.93m (12.89ft), Average Daily Traffic: 500 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 656 , Features Intersected: E BR AUSABLE RIV, Facility Carried by Structure: HULLS FALLS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.3m (128.9ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Inventory Rating: 32.6 metric tons, 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 minimum criteria, Length Of Structure Improvement: 3.93m (12.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $746,000, Roadway Improvement Cost: $443,000, Total Project Cost: $1,189,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336923, Location: 1.3 MI SW OF KEENE (Lat: 44.243311, Lng: -73.807392), Route carried "on" structure: City street , Year Built: 1900, Year Reconstructed: 1997, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 10 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 13 , Features Intersected: WALTON BROOK, Facility Carried by Structure: MOLLY NYE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 9 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: 3.8m (12.5ft), Out-to-Out Width: 4.5m (14.8ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $87,000, Roadway Improvement Cost: $52,000, Total Project Cost: $139,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 336986, Location: .1 MI SCHAFFER RD / CR 9N (Lat: 44.234275, Lng: -73.772567), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 131 (year 2021), Design Load: HS 20, Features Intersected: SPRUCE HILL BROOK, Facility Carried by Structure: SCHAFFER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Out-to-Out Width: 7.3m (24.0ft) Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 77.8 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $115,000, Roadway Improvement Cost: $69,000, Total Project Cost: $184,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Keene, NY, New York, All US cities.
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