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Bridge Statistics for Paris, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Paris, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 25 meters (82ft) Total costs: $8,348,000 Total average daily traffic: 47,596 Total average daily truck traffic: 3,269 Total future (year 2018) average daily traffic: 67,838 National Bridge Inventory (NBI) Registered Bridges for Paris
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 100457, Location: 4.3 MI N JCT SH 8 & US 20 (Lat: 42.944522, Lng: -75.250200), Route carried "on" structure: State highway 8, Year Built: 1988, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 3,854 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 5,568 (year 2026), Design Load: HS 20, Features Intersected: NY SUSQ & WESTN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.901, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 14.5m (47.6ft), Out-to-Out Width: 15.4m (50.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $516,000, Roadway Improvement Cost: $307,000, Total Project Cost: $823,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 100458, Location: 4.7 MI N JCT SH 8 & US 20 (Lat: 42.955728, Lng: -75.241178), Route carried "on" structure: State highway 8, Year Built: 1988, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 3,854 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 5,568 (year 2026), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.906, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 22 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $516,000, Roadway Improvement Cost: $307,000, Total Project Cost: $823,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 100459, Location: 5.8 MI N JCT RTS 8 & 20 (Lat: 42.958933, Lng: -75.243950), Route carried "on" structure: State highway 8, Year Built: 1988, Status: Open, Structure Length: 2.92m (9.58ft), Average Daily Traffic: 5,878 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 8,493 (year 2026), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $812,000, Roadway Improvement Cost: $483,000, Total Project Cost: $1,295,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 105145, Location: 7 MI S JCT SH 8 & SH 12 (Lat: 42.987336, Lng: -75.251792), Route carried "on" structure: State highway 8, Year Built: 1969, Status: Open, Structure Length: 7.58m (24.87ft), Average Daily Traffic: 6,455 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 9,326 (year 2025), Design Load: HS 20, Features Intersected: NY SUSQUEHNNA & W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.58m (24.87ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2007, Critical Feature Inspection Date: August 2007, Bridge Improvement Cost: $1,638,000, Roadway Improvement Cost: $974,000, Total Project Cost: $2,612,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 105146, Location: 6.7MI S JCT.RTES 8+12 (Lat: 42.992086, Lng: -75.249619), Route carried "on" structure: State highway 8, Year Built: 1969, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 6,455 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 9,326 (year 2025), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.750, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.4 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $201,000, Total Project Cost: $539,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1051471, Location: 5.5 MI S JCT SH 8 & SH 12 (Lat: 43.005567, Lng: -75.253781), Route carried "on" structure: State highway 8, Year Built: 1969, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 5,285 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 7,636 (year 2025), Design Load: HS 20, Features Intersected: PINNACLE RD- CR 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $201,000, Total Project Cost: $539,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1051472, Location: 5.5 MI S JCT SH 8 & SH 12 (Lat: 43.005586, Lng: -75.253192), Route carried "on" structure: State highway 8, Year Built: 1969, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 5,285 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 7,636 (year 2025), Design Load: HS 20, Features Intersected: PINNACLE RD- CR 9 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.845, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $338,000, Roadway Improvement Cost: $201,000, Total Project Cost: $539,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 107389, Location: 4.8MI N INTERSEC RT8 & 20 (Lat: 42.945800, Lng: -75.247106), Route carried "on" structure: State highway 8, Year Built: 1988, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 5,878 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 8,493 (year 2026), Design Load: HS 20, Features Intersected: SAUQUIOT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.291, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 78.2 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum 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: July 2006, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $161,000, Total Project Cost: $431,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220592, Location: 1 MI NORTH OF CLAYVILLE (Lat: 42.993075, Lng: -75.250422), Route carried "on" structure: City street , Year Built: 1949, Year Reconstructed: 1998, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 353 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 440 (year 2027), Features Intersected: SAUQUOIT CREEK, Facility Carried by Structure: HOLMAN CITY 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), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 6.4m (21.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $134,000, Roadway Improvement Cost: $80,000, Total Project Cost: $214,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22633, Location: IN CLAYVILLE (Lat: 42.974256, Lng: -75.250119), Route carried "on" structure: City street , Year Built: 1929, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 291 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 361 (year 2018), Features Intersected: SAUQUOIT CREEK, Facility Carried by Structure: ONEIDA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 12 months, Inspection Date: September 2007, Bridge Improvement Cost: $127,000, Roadway Improvement Cost: $76,000, Total Project Cost: $203,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331089, Location: 2.0 MI N OF CLAYVILLE (Lat: 43.005439, Lng: -75.254508), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.50m (4.92ft), Average Daily Traffic: 4,008 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 4,991 (year 2025), Design Load: H 15, Features Intersected: SAUQUOIT CR, Facility Carried by Structure: CR9 PINNACLE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $123,000, Total Project Cost: $330,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Discuss this city on our hugely popular New York forum Back to: Paris, NY, New York, All US cities.
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