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Bridge Statistics for Hamlin, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Hamlin, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 23 Total length: 52 meters (171ft) Total costs: $21,131,000 Total average daily traffic: 34,013 Total average daily truck traffic: 2,365 Total future (year 2020) average daily traffic: 50,982 National Bridge Inventory (NBI) Registered Bridges for Hamlin
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101476, Location: JCT RTE 18 & SANDY CREEK (Lat: 43.296367, Lng: -77.964525), Route carried "on" structure: State highway 18, Year Built: 1984, Status: Open, Structure Length: 3.23m (10.60ft), Average Daily Traffic: 3,154 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 4,466 (year 2027), Design Load: HS 20, Features Intersected: SANDY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.23m (10.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $533,000, Total Project Cost: $1,430,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101477, Location: 1.9MI W JCT RTS 18 & 19 (Lat: 43.295653, Lng: -77.958989), Route carried "on" structure: State highway 18, Year Built: 1931, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,114 (year 2005), Truck Traffic: 8%, Average Future Daily Traffic: 5,825 (year 2025), Features Intersected: SCHWIND CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.143, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $897,000, Roadway Improvement Cost: $533,000, Total Project Cost: $1,430,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101531, Location: 3.2 MI N OF HAMLIN CENTER (Lat: 43.340494, Lng: -77.900864), Route carried "on" structure: State highway 19, Year Built: 1959, Year Reconstructed: 1998, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 2,654 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 3,784 (year 2027), Design Load: HS 20, Features Intersected: SANDY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.794, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.8m (61.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $566,000, Total Project Cost: $1,512,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1035841, Location: 8 MI W JCT WB LOSP+RTE261 (Lat: 43.355481, Lng: -77.940294), Route carried "on" structure: State lands road 947A, Year Built: 1936, Year Reconstructed: 1971, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,375 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,961 (year 2027), Features Intersected: YANTY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.834, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $278,000, Total Project Cost: $746,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1035842, Location: 8 MI W JCT EB LOSP+RTE261 (Lat: 43.355053, Lng: -77.940292), Route carried "on" structure: State lands road 947A, Year Built: 1971, Status: Open, Structure Length: 1.24m (4.07ft), Average Daily Traffic: 1,375 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 1,961 (year 2027), Design Load: HS 20, Features Intersected: YANTY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.834, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.3m (56.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $278,000, Total Project Cost: $745,000 ( Estimate for 2007) Find on map >>
Structure Number: 1035869, Location: JCT LOSP+SANDY CREEK (Lat: 43.349792, Lng: -77.893358), Route carried "on" structure: State lands road 947A, Year Built: 1950, Year Reconstructed: 1964, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 3,881 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 5,534 (year 2027), Design Load: H 20, Features Intersected: SANDY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.823, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 20.7m (67.9ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 49.0 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $278,000, Total Project Cost: $745,000 ( 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: 104132, Location: 3.8MI NW JCT RTS 360+19 (Lat: 43.333478, Lng: -77.965278), Route carried "on" structure: County highway 941P, Year Built: 1946, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 898 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,475 (year 2027), Features Intersected: YANTY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 1 degrees, 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: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.2m (33.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $598,000, Roadway Improvement Cost: $356,000, Total Project Cost: $954,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 10466, Location: 1 MI E JCT 360 &REDMAN RD (Lat: 43.320958, Lng: -77.941019), Route carried "on" structure: County highway 360, Year Built: 1995, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 924 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 1,279 (year 2025), Design Load: HS 25, Features Intersected: SANDY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 89.8 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: Superior to present desirable 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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $887,000, Roadway Improvement Cost: $528,000, Total Project Cost: $1,415,000 ( 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: 1068421, Location: JCT WB LOSP HAMLIM BEACH (Lat: 43.355500, Lng: -77.946589), Route carried "on" structure: State lands road 947A, Year Built: 1971, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 897 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,279 (year 2026), Design Load: HS 20, Features Intersected: RAMP I & RAMP J Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.286, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.6m (139.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.4m (44.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,179,000, Roadway Improvement Cost: $701,000, Total Project Cost: $1,880,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1068422, Location: JCT EB LOSP HAMLIM BEACH (Lat: 43.354975, Lng: -77.946625), Route carried "on" structure: State lands road 947A, Year Built: 1971, Status: Open, Structure Length: 5.12m (16.80ft), Average Daily Traffic: 897 (year 2006), Truck Traffic: 8%, Average Future Daily Traffic: 1,279 (year 2026), Design Load: HS 20, Features Intersected: RAMP I & RAMP J Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.286, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 42.3m (138.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.12m (16.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,179,000, Roadway Improvement Cost: $701,000, Total Project Cost: $1,880,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 225797, Location: 1.5 MI E OF HAMLIN (Lat: 43.305511, Lng: -77.890847), Route carried "on" structure: City street , Year Built: 1934, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 208 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 288 (year 2022), Features Intersected: WEST CREEK, Facility Carried by Structure: WILER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township 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: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 70.0 metric tons, Inventory Rating: 27.5 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $97,000, Total Project Cost: $259,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304362, Location: 3.2 MI W OF HILTON (Lat: 43.291931, Lng: -77.863514), Route carried "on" structure: State highway 260, Year Built: 1995, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 1,357 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,229 (year 2027), Design Load: HS 25, Features Intersected: MOORMAN CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.633, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Inventory Rating: 40.8 metric tons, 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: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $281,000, Roadway Improvement Cost: $167,000, Total Project Cost: $448,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304363, Location: 3.5 MI NW OF HILTON (Lat: 43.304286, Lng: -77.858219), Route carried "on" structure: State highway 260, Year Built: 1920, Year Reconstructed: 1930, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 1,357 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,229 (year 2027), Features Intersected: WEST CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.890, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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 or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 73.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $109,000, Total Project Cost: $293,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 304364, Location: 3.7 MI NW OF HILTON (Lat: 43.327625, Lng: -77.858894), Route carried "on" structure: State highway 260, Year Built: 1970, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,357 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,229 (year 2027), Design Load: HS 20, Features Intersected: BRUSH CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.890, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 79.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $109,000, Total Project Cost: $293,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 309573, Location: 3.9 MI NW OF HILTON (Lat: 43.332600, Lng: -77.856900), Route carried "on" structure: State highway 260, Year Built: 1971, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,357 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 2,229 (year 2027), Design Load: HS 20, Features Intersected: COWSUCKER CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.891, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $184,000, Roadway Improvement Cost: $109,000, Total Project Cost: $293,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331711, Location: 3.2 MI NORTH OF HAMLIN (Lat: 43.350428, Lng: -77.946269), Route carried "on" structure: County highway , Year Built: 1932, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 553 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 765 (year 2020), Features Intersected: YANTY CREEK, Facility Carried by Structure: MOSCOW ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Concrete continuous, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 73.3 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $150,000, Total Project Cost: $402,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331763, Location: 2.2 MI N OF HAMLIN (Lat: 43.335256, Lng: -77.927897), Route carried "on" structure: County highway , Year Built: 1941, Year Reconstructed: 1995, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 626 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 866 (year 2020), Design Load: HS 25, Features Intersected: SANDY CREEK, Facility Carried by Structure: LAKE ROAD W FORK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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 minimum criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2006, Critical Feature Inspection Date: May 2006, Bridge Improvement Cost: $526,000, Roadway Improvement Cost: $313,000, Total Project Cost: $839,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 331764, Location: 0.5 MI W OF N. HAMLIN (Lat: 43.339122, Lng: -77.915289), Route carried "on" structure: County highway , Year Built: 1948, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 407 (year 2001), Truck Traffic: 5%, Average Future Daily Traffic: 563 (year 2021), Design Load: HS 20, Features Intersected: SANDY CREEK, Facility Carried by Structure: NORTH HAMLIN 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: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 31.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.05m (13.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $459,000, Total Project Cost: $1,230,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331765, Location: 2.4 MI SW OF HAMLIN (Lat: 43.295258, Lng: -77.965592), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,512 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 4,126 (year 2026), Design Load: HS 20, Features Intersected: SANDY CREEK, Facility Carried by Structure: REDMAN ROAD 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: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 46.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $459,000, Total Project Cost: $1,230,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331766, Location: 2.4 MI W OF HILTON (Lat: 43.298158, Lng: -77.850125), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 428 (year 2000), Truck Traffic: 5%, Average Future Daily Traffic: 592 (year 2020), Features Intersected: MOORMAN CREEK, Facility Carried by Structure: WALKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.7m (18.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.8m (28.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 44.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.7 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $771,000, Roadway Improvement Cost: $459,000, Total Project Cost: $1,230,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331767, Location: 3.7 MI NW OF HAMLIN CTR. (Lat: 43.342836, Lng: -77.952494), Route carried "on" structure: City street , Year Built: 1910, Year Reconstructed: 1951, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 97 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 134 (year 2026), Features Intersected: YANTY CREEK, Facility Carried by Structure: JACOBS ROAD 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), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 38.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: May 2006, Underwater Inspection Date: June 2000, Bridge Improvement Cost: $129,000, Roadway Improvement Cost: $77,000, Total Project Cost: $206,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 336166, Location: 1.8MI NW OF HAMLIN (Lat: 43.313639, Lng: -77.954136), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 1,073 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,763 (year 2026), Design Load: HS 25, Features Intersected: SANDY CREEK, Facility Carried by Structure: BRK SCHOOL HSE RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 11.2m (36.7ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Very good, Channel: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.3 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: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $811,000, Roadway Improvement Cost: $485,000, Total Project Cost: $1,296,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 336809, Location: 2.4 MI SW OF HAMLIN (Lat: 43.289625, Lng: -77.965739), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,512 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 4,126 (year 2026), Design Load: HS 20, Features Intersected: TRIB SANDY CREEK, Facility Carried by Structure: REDMAN 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: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 84.4 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $140,000, Total Project Cost: $375,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Hamlin, NY, New York, All US cities.
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