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Bridge Statistics for Homer, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Homer, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 19 Total length: 61 meters (200ft) Total costs: $16,469,000 Total average daily traffic: 97,721 Total average daily truck traffic: 19,339 Total future (year 2006) average daily traffic: 141,184 National Bridge Inventory (NBI) Registered Bridges for Homer
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1008431, Location: JCT OF RTS 11 + I-81 SB (Lat: 42.656083, Lng: -76.172561), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1980, Status: Open, Structure Length: 7.98m (26.18ft), Average Daily Traffic: 12,510 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 19,097 (year 2025), Design Load: HS 20, Features Intersected: RTE 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.393, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 26.2m (86.0ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 7.98m (26.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,844,000, Roadway Improvement Cost: $1,097,000, Total Project Cost: $2,941,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1008432, Location: JCT OF RTS 11 + I-81 NB (Lat: 42.656725, Lng: -76.172194), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1980, Status: Open, Structure Length: 7.46m (24.48ft), Average Daily Traffic: 12,510 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 19,097 (year 2025), Design Load: HS 20, Features Intersected: RTE 11 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.397, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 55.3 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.46m (24.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $880,000, Roadway Improvement Cost: $510,000, Total Project Cost: $1,390,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101044, Location: 3.6 MI NE JCT SH 13 & I81 (Lat: 42.649286, Lng: -76.123592), Route carried "on" structure: State highway 13, Year Built: 2002, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 3,800 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 4,205 (year 2026), Design Load: HS 25, Features Intersected: TIOUGHNIOGA TRIB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.638, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 0.3m (1.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.5m (31.2ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 79.3 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.04m (3.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $150,000, Total Project Cost: $402,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101045, Location: 5.2 MI NE JCT SH 13 & I81 (Lat: 42.666050, Lng: -76.101569), Route carried "on" structure: State highway 13, Year Built: 2002, Status: Open, Structure Length: 1.54m (5.05ft), Average Daily Traffic: 3,201 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,542 (year 2026), Design Load: HS 25, Features Intersected: ALBRIGHT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.499, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), 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: 14.4m (47.2ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.54m (5.05ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $150,000, Total Project Cost: $402,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 101046, Location: 6.6 MI NE JCT RTS 13+I-81 (Lat: 42.675744, Lng: -76.077797), Route carried "on" structure: State highway 13, Year Built: 1935, Status: Open, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 3,201 (year 2006), Truck Traffic: 10%, Average Future Daily Traffic: 3,542 (year 2026), Design Load: H 20, Features Intersected: HAIGHTS CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.500, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.7m (28.5ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2007, Bridge Improvement Cost: $302,000, Roadway Improvement Cost: $181,000, Total Project Cost: $483,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 102493, Location: 0.8 MI NW JCT RTS 41 +281 (Lat: 42.653714, Lng: -76.197775), Route carried "on" structure: State highway 41, Year Built: 1940, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,546 (year 1999), Truck Traffic: 9%, Average Future Daily Traffic: 3,143 (year 2019), Design Load: HS 20, Features Intersected: FACTORY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.0m (29.5ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $266,000, Roadway Improvement Cost: $158,000, Total Project Cost: $424,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1031411, Location: 4.3 MI N JCT I81 & SH 13 (Lat: 42.658600, Lng: -76.173806), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1980, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 12,510 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 19,097 (year 2025), Design Load: HS 20, Features Intersected: NY SUSQUEHANNA& W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.400, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.76m (22.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,567,000, Roadway Improvement Cost: $932,000, Total Project Cost: $2,499,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1031412, Location: 4.3 MI N JCT I81 & SH 13 (Lat: 42.659278, Lng: -76.173597), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1980, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 12,510 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 19,097 (year 2025), Design Load: HS 20, Features Intersected: NY SUSQUEHANNA& W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.398, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 81.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.19m (23.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $1,666,000, Roadway Improvement Cost: $991,000, Total Project Cost: $2,657,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1031421, Location: 7 MI N JCT I81 & SH 13 (Lat: 42.695642, Lng: -76.157072), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1978, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 12,510 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 19,097 (year 2025), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 109 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.425, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $975,000, Roadway Improvement Cost: $580,000, Total Project Cost: $1,555,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1031422, Location: 7 MI N JCT I81 & SH 13 (Lat: 42.695564, Lng: -76.156558), Route carried "on" structure: Interstate 81, Year Built: 1966, Year Reconstructed: 1978, Status: Open, Structure Length: 4.17m (13.68ft), Average Daily Traffic: 12,510 (year 2005), Truck Traffic: 23%, Average Future Daily Traffic: 19,097 (year 2025), Design Load: HS 20+Mod, Features Intersected: COUNTY ROAD 109 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.425, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.17m (13.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $289,000, Total Project Cost: $786,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 104443, Location: 3.0 MI N JCT RTS 41 + 281 (Lat: 42.685675, Lng: -76.169339), Route carried "on" structure: State highway 281, Year Built: 1946, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 4,549 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 5,616 (year 2025), Design Load: H 20, Features Intersected: COLD BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.646, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $221,000, Total Project Cost: $592,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 109373, Location: 1.4 MI NW JCT RTS 41 +281 (Lat: 42.661128, Lng: -76.204956), Route carried "on" structure: State highway 41, Year Built: 1969, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,546 (year 1999), Truck Traffic: 9%, Average Future Daily Traffic: 3,143 (year 2019), Design Load: HS 20, Features Intersected: FACTORY BROOK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $99,000, Total Project Cost: $266,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 220739, Location: 3.0 MILES N OF HOMER (Lat: 42.692406, Lng: -76.177272), Route carried "on" structure: City street , Year Built: 1987, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 41 (year 2002), Truck Traffic: 6%, Average Future Daily Traffic: 51 (year 2022), Features Intersected: COLD BROOK, Facility Carried by Structure: AYERS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Wood or Timber, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.4m (17.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 79.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $107,000, Roadway Improvement Cost: $64,000, Total Project Cost: $171,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331223, Location: 4.8 MI N OF HOMER (Lat: 42.701697, Lng: -76.185453), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.85m (6.07ft), Average Daily Traffic: 687 (year 2002), Truck Traffic: 8%, Average Future Daily Traffic: 793 (year 2022), Design Load: HS 20, Features Intersected: COLD BROOK, Facility Carried by Structure: COLD BROOK ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $89,000, Total Project Cost: $239,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331225, Location: 3.4 MI NW OF HOMER (Lat: 42.696086, Lng: -76.162306), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 1.06m (3.48ft), Average Daily Traffic: 796 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 1,000 (year 2026), Features Intersected: LITTLE YORK CREEK, Facility Carried by Structure: LITTLE YORK 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: Culvert, Number Of Spans In Main Unit: 4, Length of Maximum Span: 2.1m (6.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 73.9 metric tons, Inventory Rating: 29.3 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $125,000, Total Project Cost: $335,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 331227, Location: 4.5 MI N OF MCGRAW (Lat: 42.661369, Lng: -76.101678), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 4.29m (14.07ft), Average Daily Traffic: 561 (year 1998), Truck Traffic: 8%, Average Future Daily Traffic: 647 (year 2018), Design Load: HS 20+Mod, Features Intersected: E B TIOUGHNIOGA R, Facility Carried by Structure: E HOMER CROSSING 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.29m (14.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $125,000, Total Project Cost: $335,000 ( 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: 331231, Location: 4.5 MI NE OF CORTLAND (Lat: 42.645981, Lng: -76.117458), Route carried "on" structure: County highway , Year Built: 1913, Year Reconstructed: 1972, Status: Open, Structure Length: 2.77m (9.09ft), Average Daily Traffic: 204 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 256 (year 2018), Features Intersected: E BR TIOUGHNIOGA, Facility Carried by Structure: CR114A E.RIV.CROS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.5m (18.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2006, Critical Feature Inspection Date: October 2006, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $196,000, Total Project Cost: $525,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 33125, Location: 5.5 MI N OF MC GRAW (Lat: 42.676061, Lng: -76.073800), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 379 (year 1986), Truck Traffic: 6%, Average Future Daily Traffic: 476 (year 2006), Design Load: HS 25, Features Intersected: E BR TIOUGHNIOGA, Facility Carried by Structure: YOUNGS CROSSING Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $100,000, Total Project Cost: $268,000 ( 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: 336724, Location: 2.1 MI NE EAST HOMER (Lat: 42.686742, Lng: -76.079103), Route carried "on" structure: City street , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 150 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 188 (year 2018), Features Intersected: ALBRIGHT CREEK, Facility Carried by Structure: HAIGHTS GULF ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.2m (26.9ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $125,000, Roadway Improvement Cost: $74,000, Total Project Cost: $199,000 ( Estimate for 2007), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Homer, NY, New York, All US cities.
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