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Bridge Statistics for Harford, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Harford, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 11 meters (36ft) Total costs: $4,506,000 Total average daily traffic: 5,148 Total average daily truck traffic: 425 Total future (year 2019) average daily traffic: 6,369 National Bridge Inventory (NBI) Registered Bridges for Harford
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 104007, Location: 0.1 MI E JCT RTS 38 + 200 (Lat: 42.410858, Lng: -76.203681), Route carried "on" structure: State highway 200, Year Built: 1934, Year Reconstructed: 1979, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 369 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 463 (year 2026), Design Load: HS 20, Features Intersected: E BR OWEGO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.191, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, 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: 2.56m (8.40ft), 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: $494,000, Roadway Improvement Cost: $294,000, Total Project Cost: $788,000 ( 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: 104008, Location: 0.1 MI SE JCT RTS 200+221 (Lat: 42.423778, Lng: -76.204228), Route carried "on" structure: State highway 200, Year Built: 1924, Year Reconstructed: 1979, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 371 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 466 (year 2022), Design Load: HS 20, Features Intersected: E BR OWEGO CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 163.072, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $294,000, Total Project Cost: $788,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 104175, Location: .2 MI NE JCT SH38 & SH221 (Lat: 42.428025, Lng: -76.225197), Route carried "on" structure: State highway 221, Year Built: 1935, Year Reconstructed: 1979, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,315 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,623 (year 2026), Design Load: H 20, Features Intersected: TRB E B OWEGO CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.640, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $606,000, Roadway Improvement Cost: $406,000, Total Project Cost: $1,012,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 104177, Location: 1.3 MI NE JCT SH221 & SH2 (Lat: 42.438111, Lng: -76.186758), Route carried "on" structure: State highway 221, Year Built: 1927, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,284 (year 2002), Truck Traffic: 9%, Average Future Daily Traffic: 1,585 (year 2022), Design Load: H 20, Features Intersected: TRB E BR OWEGO CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.550, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), 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: 9.3m (30.5ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 69.9 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: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $133,000, Total Project Cost: $357,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 106949, Location: 1.2 MI E JCT SH221 & SH38 (Lat: 42.425928, Lng: -76.208603), Route carried "on" structure: State highway 221, Year Built: 1938, Year Reconstructed: 1979, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 1,315 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,623 (year 2026), Design Load: H 20, Features Intersected: TRB E BR OWEGO CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.201, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 72.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $144,000, Roadway Improvement Cost: $85,000, Total Project Cost: $229,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220735, Location: 2.6 MI SE OF HARFORD (Lat: 42.415236, Lng: -76.189925), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 21 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 26 (year 2019), Features Intersected: GRIGGS GULF CREEK, Facility Carried by Structure: GRIGGS GULF ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Serious, Operating Rating: 67.2 metric tons, Inventory Rating: 28.9 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $170,000, Total Project Cost: $456,000 ( Estimate for 2007) Find on map >>
Structure Number: 220736, Location: 2.9 MI SE OF HARFORD (Lat: 42.414528, Lng: -76.187103), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 21 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 26 (year 2019), Features Intersected: GRIGGS GULF CREEK, Facility Carried by Structure: GRIGGS GULF RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.1m (16.7ft) Condition: Deck: Fair, Superstructure: Critical, Substructure: Poor, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $64,000, Total Project Cost: $171,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber Find on map >>
Structure Number: 226704, Location: 9.0 MI S CITY CORTLAND (Lat: 42.470158, Lng: -76.172433), Route carried "on" structure: City street , Year Built: 1982, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 54 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 68 (year 2022), Features Intersected: BABCOCK HOLLOW CK, Facility Carried by Structure: BLECK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Skew: 5 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: 4.7m (15.4ft), Out-to-Out Width: 4.8m (15.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2007, Bridge Improvement Cost: $49,000, Roadway Improvement Cost: $28,000, Total Project Cost: $77,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 320734, Location: 2.4 MI SE OF HARFORD (Lat: 42.414669, Lng: -76.195333), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 270 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 339 (year 2020), Features Intersected: GRIGGS GULF CREEK, Facility Carried by Structure: MICHIGAN HILL RD 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.3 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $53,000, Total Project Cost: $145,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 320738, Location: 3.2 MI NE OF HARFORD (Lat: 42.446172, Lng: -76.185422), Route carried "on" structure: City street , Year Built: 1976, Year Reconstructed: 1984, Status: Posted for load, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 22 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 28 (year 2020), Features Intersected: BABCOCK HOLLOW CK, Facility Carried by Structure: HILSINGER ROAD 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), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.2m (20.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 33.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: May 2007, Critical Feature Inspection Date: May 2007, Bridge Improvement Cost: $92,000, Roadway Improvement Cost: $53,000, Total Project Cost: $145,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 331194, Location: 5.1 MI SE OF VIRGIL (Lat: 42.461875, Lng: -76.177358), Route carried "on" structure: County highway , Year Built: 1955, Year Reconstructed: 2002, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 106 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 122 (year 2021), Design Load: HS 25, Features Intersected: BABCOCK HOLLOW CK, Facility Carried by Structure: BABCOCK HOLLOW RD 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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than 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: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $126,000, Total Project Cost: $338,000 ( Estimate for 2007), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Discuss this city on our hugely popular New York forum Back to: Harford, NY, New York, All US cities.
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