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Bridge Statistics for Hornellsville, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hornellsville, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 41 Total length: 169 meters (554ft) Total costs: $86,622,000 Total average daily traffic: 177,370 Total average daily truck traffic: 23,487 National Bridge Inventory (NBI) Registered Bridges for Hornellsville
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 101632, Location: 2.7 MI NW OF HORNELL (Lat: 42.340289, Lng: -77.718036), Route carried "on" structure: State highway 21, Year Built: 1948, Year Reconstructed: 1994, Status: Open, Structure Length: 8.16m (26.77ft), Average Daily Traffic: 5,074 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 7,083 (year 2026), Design Load: HS 25, Features Intersected: CANACADEA CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.851, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Skew: 4 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Length Of Structure Improvement: 8.16m (26.77ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2006, Underwater Inspection Date: September 2004, Bridge Improvement Cost: $21,376,000, Roadway Improvement Cost: $12,401,000, Total Project Cost: $33,777,000 ( 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: 101633, Location: 1.3 MI NW OF HORNELL (Lat: 42.334881, Lng: -77.682436), Route carried "on" structure: State highway 21, Year Built: 1930, Status: Posted for load-capacity, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 5,074 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 5,920 (year 2026), Design Load: H 20, Features Intersected: CANACADEA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.984, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 50.8 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: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $888,000, Roadway Improvement Cost: $530,000, Total Project Cost: $1,418,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 102356, Location: .1 MI E JCT SH 21 & SH 36 (Lat: 42.364431, Lng: -77.669061), Route carried "on" structure: Other road , Year Built: 1978, Status: Posted for load-capacity, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 6,375 (year 1997), Truck Traffic: 5%, Average Future Daily Traffic: 8,339 (year 2017), Design Load: HS 20, Features Intersected: CARRINGTON CREEK, Facility Carried by Structure: SENECA ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 18.2m (59.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 18.2m (59.7ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Channel: Good, Culverts: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $367,000, Total Project Cost: $984,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1028621, Location: JCT RTS 17 + 36 (Lat: 42.370289, Lng: -77.677172), Route carried "on" structure: Interstate 86, Year Built: 1970, Status: Open, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 3,866 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 5,057 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE 36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.553, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $253,000, Total Project Cost: $679,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1028622, Location: JCT RTS 17 + 36 (Lat: 42.370072, Lng: -77.676872), Route carried "on" structure: Interstate 86, Year Built: 1970, Status: Open, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 3,866 (year 2007), Truck Traffic: 20%, Average Future Daily Traffic: 5,057 (year 2027), Design Load: HS 20+Mod, Features Intersected: RTE 36 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.553, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.69m (18.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2006, Bridge Improvement Cost: $426,000, Roadway Improvement Cost: $253,000, Total Project Cost: $679,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1061651, Location: .5 MILE W JCT I86 & SH 36 (Lat: 42.367694, Lng: -77.683200), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 3,611 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 4,723 (year 2026), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 65, NORFOLK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.195, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 65.3 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: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $571,000, Total Project Cost: $1,536,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1061652, Location: .5 MILE W JCT I86 & SH 36 (Lat: 42.367322, Lng: -77.682931), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 9.96m (32.68ft), Average Daily Traffic: 3,611 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 4,723 (year 2026), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 65, NORFOLK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.193, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 64.4 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.96m (32.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $965,000, Roadway Improvement Cost: $571,000, Total Project Cost: $1,536,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 106184, Location: .2 MI S JCT I86 & SH 36 (Lat: 42.368744, Lng: -77.675222), Route carried "on" structure: State highway 36, Year Built: 1970, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 9,427 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 10,998 (year 2027), Design Load: HS 20+Mod, Features Intersected: TB CANISTEO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.762, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 2007, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $136,000, Total Project Cost: $365,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1061911, Location: .4 MILE E JCT I86 & SH 36 (Lat: 42.375611, Lng: -77.671161), Route carried "on" structure: Interstate 86, Year Built: 1970, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,866 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 5,341 (year 2027), Design Load: HS 20+Mod, Features Intersected: AIRPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.360, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $2,964,000, Roadway Improvement Cost: $1,719,000, Total Project Cost: $4,683,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1061912, Location: .4 MILE E JCT I86 & SH 36 (Lat: 42.375206, Lng: -77.670878), Route carried "on" structure: Interstate 86, Year Built: 1970, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 3,866 (year 2007), Truck Traffic: 33%, Average Future Daily Traffic: 5,341 (year 2027), Design Load: HS 20+Mod, Features Intersected: AIRPORT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.363, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 43.2m (141.7ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $2,964,000, Roadway Improvement Cost: $1,719,000, Total Project Cost: $4,683,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1062181, Location: 0.2 MI W JCT RTS 17 + 36 (Lat: 42.368314, Lng: -77.681006), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 7,221 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 9,445 (year 2026), Design Load: HS 20+Mod, Features Intersected: CANISTEO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.224, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.7m (127.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 98.9 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,397,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,195,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1062182, Location: 0.2 MI W JCT RTS 17 + 36 (Lat: 42.368006, Lng: -77.680500), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 4.26m (13.98ft), Average Daily Traffic: 7,221 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 9,445 (year 2026), Design Load: HS 20+Mod, Features Intersected: CANISTEO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.222, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 41.4m (135.8ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Inventory Rating: 66.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.26m (13.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,397,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,195,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 106219, Location: 1.2 MI SW JCT RTS 17 + 36 (Lat: 42.363592, Lng: -77.700081), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 432 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 565 (year 2021), Design Load: HS 20+Mod, Features Intersected: RTE I86, Facility Carried by Structure: DOORLEY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 5, Owner: State 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: 2, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 60.8 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.07m (26.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,397,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,195,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1069422, Location: 0.7 MI N JCT RTS 36&21 (Lat: 42.339356, Lng: -77.664719), Route carried "on" structure: State highway 21, Year Built: 1978, Status: Open, Structure Length: 13.41m (44.00ft), Average Daily Traffic: 9,783 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 11,414 (year 2027), Design Load: HS 20, Features Intersected: CANISTEO RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 49.9m (163.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 13.41m (44.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,397,000, Roadway Improvement Cost: $798,000, Total Project Cost: $2,195,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1069449, Location: 2.4 MI N JCT SH 36 & SH 2 (Lat: 42.361178, Lng: -77.671875), Route carried "on" structure: State highway 21, Year Built: 1978, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 3,054 (year 2004), Truck Traffic: 6%, Average Future Daily Traffic: 3,563 (year 2024), Design Load: HS 20, Features Intersected: CARRINGTON CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.809, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 22 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 24.7m (81.0ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 58.1 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: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $823,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,313,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 109637, Location: 0.2 MI E JCT RTS 17 + 36 (Lat: 42.374150, Lng: -77.672581), Route carried "on" structure: State highway 86, Year Built: 1969, Status: Open, Structure Length: 0.60m (1.97ft), Average Daily Traffic: 44,788 (year 1999), Truck Traffic: 16%, Average Future Daily Traffic: 63,899 (year 2019), Design Load: HS 20+Mod, Features Intersected: UNNAMED DITCH Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 168.044, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 23.1m (75.8ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.4m (7.9ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $186,000, Total Project Cost: $498,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 201636, Location: JCT RTS 21&36&CANISTEO R (Lat: 42.338444, Lng: -77.660836), Route carried "on" structure: City street , Year Built: 1938, Year Reconstructed: 1980, Status: Open, Structure Length: 4.91m (16.11ft), Average Daily Traffic: 7,146 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 8,337 (year 2023), Design Load: H 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: SENECA ROAD Minimum Vertical Clearance: 4.49m (14.73ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.2m (154.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 53.5 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: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.91m (16.11ft), 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: $1,349,000, Roadway Improvement Cost: $802,000, Total Project Cost: $2,151,000 ( 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: 201637, Location: 1.7 MI N OF HORNELL (Lat: 42.353292, Lng: -77.660150), Route carried "on" structure: City street , Year Built: 1936, Year Reconstructed: 1980, Status: Posted for load-capacity, Structure Length: 2.22m (7.28ft), Average Daily Traffic: 5,184 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 6,048 (year 2023), Features Intersected: BIG CREEK, Facility Carried by Structure: SENECA STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 484.373, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Poor, Superstructure: Poor, 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,598,000, Roadway Improvement Cost: $1,062,000, Total Project Cost: $2,660,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 201638, Location: 0.8 MI N OF HORNELL (Lat: 42.365753, Lng: -77.668050), Route carried "on" structure: Other road , Year Built: 1932, Year Reconstructed: 1999, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 260 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 340 (year 2023), Design Load: HS 25, Features Intersected: CARRINGTON CREEK, Facility Carried by Structure: OLD STATE ROAD 21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 70.8 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $1,598,000, Roadway Improvement Cost: $1,062,000, Total Project Cost: $2,660,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221716, Location: 1.9 MI SW OF HORNELL (Lat: 42.309739, Lng: -77.679217), Route carried "on" structure: City street , Year Built: 1993, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 235 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 307 (year 2021), Design Load: HS 20, Features Intersected: CROSBY CREEK, Facility Carried by Structure: HONEY RUN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $176,000, Total Project Cost: $471,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221717, Location: 1.5 MI NW OF CANISTEO (Lat: 42.286144, Lng: -77.624567), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 345 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 451 (year 2021), Features Intersected: CANISTEO RIVER, Facility Carried by Structure: MAGEE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: 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: 15.2m (49.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $295,000, Roadway Improvement Cost: $176,000, Total Project Cost: $471,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221718, Location: 2.3 MILES N OF CANISTEO (Lat: 42.302442, Lng: -77.609933), Route carried "on" structure: City street , Year Built: 1986, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 249 (year 2001), Truck Traffic: 6%, Average Future Daily Traffic: 326 (year 2021), Features Intersected: CUNNINGHAM CREEK, Facility Carried by Structure: CUNNINGHAM CRK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft) Condition: Channel: Satisfactory, Culverts: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $90,000, Total Project Cost: $241,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22172, Location: 2.9 MI NORTH OF CANISTEO (Lat: 42.311269, Lng: -77.607494), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 208 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 272 (year 2016), Features Intersected: CUNNINGHAM CREEK, Facility Carried by Structure: CUNNINGHAM CRK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: 1.18m (3.87ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $560,000, Roadway Improvement Cost: $373,000, Total Project Cost: $933,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 221721, Location: 2.7 MILES EAST OF HORNELL (Lat: 42.316411, Lng: -77.603897), Route carried "on" structure: City street , Year Built: 1972, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 94 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 123 (year 2016), Features Intersected: CUNNINGHAM CREEK, Facility Carried by Structure: CUNNINGHAM CRK RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 7.8m (25.6ft) Condition: Deck: Very good, Superstructure: Serious, Substructure: Fair, Channel: Satisfactory, Operating Rating: 72.6 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $148,000, Total Project Cost: $395,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333381, Location: 1.5 MI S OF HORNELL (Lat: 42.305825, Lng: -77.654700), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 8.62m (28.28ft), Average Daily Traffic: 1,750 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 2,289 (year 2027), Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 64 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.0m (137.8ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.0m (45.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.62m (28.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $2,604,000, Roadway Improvement Cost: $1,510,000, Total Project Cost: $4,114,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 333382, Location: 1.0 MI S OF ARKPORT (Lat: 42.379722, Lng: -77.690978), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 648 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 844 (year 2027), Design Load: HS 20, Features Intersected: MARSH DITCH, Facility Carried by Structure: COUNTY ROAD 65 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: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,604,000, Roadway Improvement Cost: $1,510,000, Total Project Cost: $4,114,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 333383, Location: .5 MILE SOUTH OF ARKPORT (Lat: 42.373164, Lng: -77.689628), Route carried "on" structure: Alternate County highway , Year Built: 2005, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 648 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 844 (year 2027), Design Load: HS 25, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 65 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.83m (6.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $230,000, Total Project Cost: $616,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333384, Location: 2.5 MI S OF ARKPORT (Lat: 42.366075, Lng: -77.676647), Route carried "on" structure: County highway , Year Built: 1956, Year Reconstructed: 1970, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 2,789 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 3,634 (year 2027), Design Load: H 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 66 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.6m (57.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: 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, Length Of Structure Improvement: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $913,000, Roadway Improvement Cost: $543,000, Total Project Cost: $1,456,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333386, Location: 1.7 MILES WEST OF ARKPORT (Lat: 42.388386, Lng: -77.727558), Route carried "on" structure: County highway , Year Built: 1967, Year Reconstructed: 1976, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 702 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 918 (year 2027), Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 67 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: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $312,000, Roadway Improvement Cost: $186,000, Total Project Cost: $498,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333387, Location: 0.8 MI W OF ARKPORT (Lat: 42.385297, Lng: -77.728700), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 702 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 918 (year 2027), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 67 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $449,000, Roadway Improvement Cost: $267,000, Total Project Cost: $716,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333388, Location: 3.5 MILES SW OF HORNELL (Lat: 42.300325, Lng: -77.712086), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 508 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 687 (year 2027), Features Intersected: CROSBY CREEK, Facility Carried by Structure: CROSBY CREEK 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: 4.5m (14.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 72.6 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $111,000, Total Project Cost: $297,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333389, Location: 3.6 MILES SW OF HORNELL (Lat: 42.299336, Lng: -77.712589), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 508 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 687 (year 2027), Design Load: HS 20, Features Intersected: CROSBY CREEK, Facility Carried by Structure: COUNTY ROAD 68 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), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $111,000, Total Project Cost: $297,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 33339, Location: 3.7 MI SW OF HORNELL (Lat: 42.294831, Lng: -77.715436), Route carried "on" structure: County highway , Year Built: 1980, Year Reconstructed: 2000, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 508 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 687 (year 2027), Design Load: HS 25, Features Intersected: CROSBY CREEK, Facility Carried by Structure: COUNTY ROAD 68 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 18.5m (60.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 65.3 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $246,000, Total Project Cost: $659,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 333473, Location: 0.3 MI NE OF N.HORNELL (Lat: 42.364297, Lng: -77.648047), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1993, Status: Open, Structure Length: 4.48m (14.70ft), Average Daily Traffic: 1,712 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,315 (year 2027), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: BIG CREEK 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: Girder and Floorbeam System, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.48m (14.70ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2007, Critical Feature Inspection Date: July 2007, Bridge Improvement Cost: $823,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,313,000 ( 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: 333474, Location: 1.1 MILES NE OF N HORNELL (Lat: 42.357033, Lng: -77.654500), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1990, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 1,712 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 2,315 (year 2027), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: BIG CREEK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 72.6 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: 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: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $823,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,313,000 ( 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: 335881, Location: 2.3 MI SW OF HORNELL (Lat: 42.298142, Lng: -77.713469), Route carried "on" structure: County highway , Year Built: 1972, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 508 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 687 (year 2027), Features Intersected: CROSBY CREEK, Facility Carried by Structure: CROSBY CREEK 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), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft) Condition: Channel: Poor, Culverts: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 78.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $118,000, Total Project Cost: $316,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1028621, Location: JCT RTS 17 + 36 (Lat: 42.370289, Lng: -77.677172), Route carried "under" structure: State highway 36, Year Built: 1970, Structure Length: 5.60m (18.37ft), Average Daily Traffic: 11,547 (year 2005), Truck Traffic: 6%, Features Intersected: RTE 36, Facility Carried by Structure: RTE I86 Minimum Vertical Clearance: 4.75m (15.58ft), Kilometerpoint: 3.765, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 1028622, Location: JCT RTS 17 + 36 (Lat: 42.370072, Lng: -77.676872), Route carried "under" structure: State highway 36, Year Built: 1970, Structure Length: 5.69m (18.67ft), Average Daily Traffic: 9,427 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 36, Facility Carried by Structure: RTE I86 Minimum Vertical Clearance: 4.59m (15.06ft), Kilometerpoint: 3.733, Lanes on structure: 3, Lanes under structure: 6, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.9m (94.8ft) Find on map >>
Structure Number: 1061651, Location: .5 MILE W JCT I86 & SH 36 (Lat: 42.367694, Lng: -77.683200), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 812 (year 2007), Truck Traffic: 5%, Features Intersected: COUNTY ROAD 65, NORFOLK, Facility Carried by Structure: RTE I86 Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.6m (107.0ft) Find on map >>
Structure Number: 1061652, Location: .5 MILE W JCT I86 & SH 36 (Lat: 42.367322, Lng: -77.682931), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 9.96m (32.68ft), Average Daily Traffic: 812 (year 2007), Truck Traffic: 5%, Features Intersected: COUNTY ROAD 65, NORFOLK, Facility Carried by Structure: RTE I86 Minimum Vertical Clearance: 6.57m (21.56ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 106219, Location: 1.2 MI SW JCT RTS 17 + 36 (Lat: 42.363592, Lng: -77.700081), Route carried "under" structure: Interstate 86, Year Built: 1973, Structure Length: 8.07m (26.48ft), Average Daily Traffic: 7,221 (year 2006), Truck Traffic: 33%, Features Intersected: RTE I86, Facility Carried by Structure: DOORLEY ROAD Minimum Vertical Clearance: 5.13m (16.83ft), Kilometerpoint: 4.489, Lanes on structure: 2, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Discuss this city on our hugely popular New York forum Back to: Hornellsville, NY, New York, All US cities.
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