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Bridge Statistics for Verona, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2


National Bridge Inventory (NBI) Statistics
Number of bridges: 55
Total length: 186 meters (610ft)
Total costs: $124,843,000
Total average daily traffic: 264,222
Total average daily truck traffic: 22,027
National Bridge Inventory (NBI) Registered Bridges for Verona
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New bridges - Historical Statistics

  • 1900-1909: 5
  • 1910-1919: 2
  • 1920-1929: 10
  • 1930-1939: 4
  • 1940-1949: 1
  • 1950-1959: 23
  • 1960-1969: 3
  • 1970-1979: 1
  • 1980-1989: 1
  • 1990-1999: 4
  • 2000-2009: 1

Reconstructed bridges - Historical Statistics

  • 1940-1949: 1
  • 1950-1959: 3
  • 1960-1969: 2
  • 1970-1979: 0
  • 1980-1989: 2
  • 1990-1999: 3

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 102199,  Location: 0.2 MI E JCT RTS 31 & 316 (Lat: 43.154400,  Lng: -75.717889),  Route carried "on" structure: State highway 31,  Year Built: 1959,  Status: Open,  Structure Length: 5.63m (18.47ft),  Average Daily Traffic: 4,500 (year 2011),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,300 (year 2031),  Design Load: HS 20,  Features Intersected: ONEIDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Serious,  Channel: Good,  Operating Rating: 82.6 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: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.63m (18.47ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 11,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $2,985,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $3,265,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1022,  Location: 01MI EJCT RTS 31+46 (Lat: 43.148356,  Lng: -75.674597),  Route carried "on" structure: State highway 31,  Year Built: 1960,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 3,950 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,530 (year 2029),  Design Load: HS 20,  Features Intersected: OLD ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.765,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 75.1 metric tons,  Inventory Rating: 32.6 metric tons,  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: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 10,  Underwater Inspection Date: August 2009,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $495,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102201,  Location: 27MI E JCT RTS 31+46 (Lat: 43.139161,  Lng: -75.624342),  Route carried "on" structure: State highway 31,  Year Built: 1932,  Year Reconstructed: 1971,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,950 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,530 (year 2029),  Design Load: H 20,  Features Intersected: BRANDY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.013,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 13.9m (45.6ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 72.6 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $281,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102202,  Location: 07MI W JCT RTS 365+31 (Lat: 43.134106,  Lng: -75.588697),  Route carried "on" structure: State highway 31,  Year Built: 1932,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 3,950 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,530 (year 2029),  Design Load: H 15,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.845,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 50.5 metric tons,  Inventory Rating: 24.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 10,  Underwater Inspection Date: May 10,  Bridge Improvement Cost: $171,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $271,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102203,  Location: 06MI W JCT RTS 365+31 (Lat: 43.134450,  Lng: -75.590792),  Route carried "on" structure: State highway 31,  Year Built: 1937,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,950 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,530 (year 2029),  Design Load: H 20,  Features Intersected: STONY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.022,  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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 72.7 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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $312,000,  Roadway Improvement Cost: $183,000,  Total Project Cost: $495,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102204,  Location: 0.5 MI W JCT RTS 365 & 31 (Lat: 43.133683,  Lng: -75.586486),  Route carried "on" structure: State highway 31,  Year Built: 1990,  Status: Open,  Structure Length: 4.78m (15.68ft),  Average Daily Traffic: 3,950 (year 2009),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,530 (year 2029),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.166,  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 continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 62.6 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.78m (15.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $19,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 10257,  Location: 1.7 MI E JCT RTS 46 & 49 (Lat: 43.218683,  Lng: -75.558331),  Route carried "on" structure: State highway 46,  Year Built: 1991,  Status: Open,  Structure Length: 1.88m (6.17ft),  Average Daily Traffic: 4,600 (year 2010),  Truck Traffic: 7%,  Average Future Daily Traffic: 6,440 (year 2030),  Design Load: HS 20,  Features Intersected: STONEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.975,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 76.2 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: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.88m (6.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $523,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104226,  Location: 04MI S JCT RTS 234+365 (Lat: 43.124878,  Lng: -75.574072),  Route carried "on" structure: State highway 31,  Year Built: 1954,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 8,000 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,200 (year 2030),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.663,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $456,000,  Roadway Improvement Cost: $267,000,  Total Project Cost: $723,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1046709,  Location: .3 MI S JCT SH234 & SH365 (Lat: 43.124206,  Lng: -75.589311),  Route carried "on" structure: State highway 365,  Year Built: 1954,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 18,300 (year 2010),  Truck Traffic: 18%,  Average Future Daily Traffic: 25,620 (year 2030),  Design Load: HS 20,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.500,  Lanes on structure: 5,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.95m (22.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $8,928,000,  Roadway Improvement Cost: $5,228,000,  Total Project Cost: $14,156,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 220611,  Location: 2 MI SE STATE BRIDGE (Lat: 43.129572,  Lng: -75.645397),  Route carried "on" structure: Other road ,  Year Built: 1940,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 10 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 10 (year 2031),  Design Load: H 15,  Features Intersected: BRANDY BROOK,  Facility Carried by Structure: FOSTER CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.237,  Lanes on structure: 2,  Owner: Town or Township 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: 9.7m (31.8ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 41.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $951,000,  Roadway Improvement Cost: $557,000,  Total Project Cost: $1,508,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220613,  Location: 4 MI N OF VERONA (Lat: 43.188481,  Lng: -75.562861),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 110 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 111 (year 2031),  Features Intersected: STONY CREEK,  Facility Carried by Structure: WEHLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 84.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $1,095,000,  Roadway Improvement Cost: $641,000,  Total Project Cost: $1,736,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220614,  Location: 1 MI.W.JCT.90 & 26 (Lat: 43.147294,  Lng: -75.528353),  Route carried "on" structure: Other road ,  Year Built: 1972,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 90 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 126 (year 2031),  Features Intersected: MUD CREEK,  Facility Carried by Structure: CR50 REBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 75.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $144,000,  Roadway Improvement Cost: $84,000,  Total Project Cost: $228,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220616,  Location: AT VERONA (Lat: 43.140275,  Lng: -75.525706),  Route carried "on" structure: Other road ,  Year Built: 1900,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 90 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 91 (year 2031),  Design Load: HS 20,  Features Intersected: BRANCH MUD CREEK,  Facility Carried by Structure: REBER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 5.7m (18.7ft),  Out-to-Out Width: 5.7m (18.7ft)

Condition: Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 68.0 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: Meets minimum limits,  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,  Inspection Date: October 11,  Bridge Improvement Cost: $812,000,  Roadway Improvement Cost: $476,000,  Total Project Cost: $1,288,000 ( Estimate for 2011)
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Structure Number: 220617,  Location: 1.5 MI SE STATE BRIDGE (Lat: 43.127678,  Lng: -75.660278),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 470 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 465 (year 2031),  Design Load: HS 20,  Features Intersected: BRANDY BR,  Facility Carried by Structure: FOSTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.223,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 75.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $35,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220618,  Location: .2 MI NW OF DURHAMVILLE (Lat: 43.131536,  Lng: -75.681494),  Route carried "on" structure: Other road ,  Year Built: 1906,  Status: Posted for load,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 280 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 283 (year 2031),  Features Intersected: BRANDY BROOK,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.869,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,279,000,  Roadway Improvement Cost: $749,000,  Total Project Cost: $2,028,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226656,  Location: .25 MI S OF I90 IN VERONA (Lat: 43.108703,  Lng: -75.650297),  Route carried "on" structure: County highway ,  Year Built: 1962,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 770 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,078 (year 2030),  Design Load: HS 20,  Features Intersected: CSX TRANS/ AMTRAK,  Facility Carried by Structure: COUNTY ROAD 48
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.188,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.0m (68.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 70.8 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: Somewhat better than minimum adequacy,  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: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $1,268,000,  Roadway Improvement Cost: $743,000,  Total Project Cost: $2,011,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226839,  Location: 2 MI SW STATE BRIDGE (Lat: 43.139767,  Lng: -75.707483),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 191 (year 2001),  Truck Traffic: 3%,  Average Future Daily Traffic: 267 (year 2021),  Design Load: H 20,  Features Intersected: ONEIDA CK OVERFLO,  Facility Carried by Structure: SWALLOW 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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 71.9 metric tons,  Inventory Rating: 32.6 metric tons,  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: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $79,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331098,  Location: .5 MI E VERONA BEACH ST P (Lat: 43.171408,  Lng: -75.705467),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 1,220 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,172 (year 2031),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: POPPLETON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.786,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  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: Satisfactory,  Operating Rating: 72.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $204,000,  Roadway Improvement Cost: $119,000,  Total Project Cost: $323,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331099,  Location: 3 MI NW STATE BRIDGE (Lat: 43.175056,  Lng: -75.722358),  Route carried "on" structure: County highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,220 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,172 (year 2031),  Design Load: H 20,  Features Intersected: BLACK CREEK,  Facility Carried by Structure: CR 86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 74.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 10,  Underwater Inspection Date: December 1998,  Bridge Improvement Cost: $109,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $173,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331121,  Location: 4 MI SE JCT SH 49 & SH 46 (Lat: 43.196861,  Lng: -75.556225),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 320 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 323 (year 2031),  Features Intersected: STONY CREEK,  Facility Carried by Structure: GREENWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.990,  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: 7.9m (25.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 28.1 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 11,  Bridge Improvement Cost: $1,298,000,  Roadway Improvement Cost: $760,000,  Total Project Cost: $2,058,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331122,  Location: 2.5 MI SE OF NEW LONDON (Lat: 43.174258,  Lng: -75.559686),  Route carried "on" structure: County highway ,  Year Built: 1951,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 1,040 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,456 (year 2027),  Design Load: H 20,  Features Intersected: BR OF STONY CR,  Facility Carried by Structure: CR52 BLACKMAN COR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.654,  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: 7.9m (25.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  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: 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $123,000,  Roadway Improvement Cost: $72,000,  Total Project Cost: $195,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331123,  Location: 2.0 MI SE OF NEW LONDON (Lat: 43.181631,  Lng: -75.566861),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 1,040 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,456 (year 2027),  Design Load: H 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: BLACKMAN CORNER R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.624,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 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: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $1,843,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $2,016,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331124,  Location: 3 MI SW JCT RTS 365 & 26 (Lat: 43.154769,  Lng: -75.543492),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,080 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,512 (year 2028),  Design Load: HS 25,  Features Intersected: MUD CREEK,  Facility Carried by Structure: CR52 BLKMNS CRS R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.212,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 75.8 metric tons,  Inventory Rating: 40.8 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: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $262,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $415,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331125,  Location: 6 MI NW OF VERONA (Lat: 43.202131,  Lng: -75.552744),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 505 (year 2031),  Design Load: H 20,  Features Intersected: STONY CREEK,  Facility Carried by Structure: STONEY CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 61.7 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $2,099,000,  Roadway Improvement Cost: $1,229,000,  Total Project Cost: $3,328,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331126,  Location: AT VERONA (Lat: 43.160636,  Lng: -75.543658),  Route carried "on" structure: County highway ,  Year Built: 1981,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 370 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 374 (year 2031),  Features Intersected: MUD CREEK,  Facility Carried by Structure: CR83ONEIDA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.183,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $209,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331128,  Location: AT VERONA (Lat: 43.151881,  Lng: -75.581672),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Posted for load,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 320 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 293 (year 2031),  Design Load: H 15,  Features Intersected: STONY CR,  Facility Carried by Structure: DWYER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.427,  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: 9.1m (29.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,087,000,  Roadway Improvement Cost: $637,000,  Total Project Cost: $1,724,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 401062,  Location: 2.4 MI.S.JCT.RTES.13+49 (Lat: 43.195011,  Lng: -75.728639),  Route carried "on" structure: State highway 13,  Year Built: 1959,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 7,100 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,940 (year 2031),  Design Load: HS 25,  Features Intersected: ACCESS ROAD, BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.7m (31.8ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 28.0m (91.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 73.1m (239.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.59m (44.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 10,  Underwater Inspection Date: August 1997,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $17,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 402569,  Location: NORTH OF NEW LONDON (Lat: 43.207817,  Lng: -75.592797),  Route carried "on" structure: State highway 46,  Year Built: 1959,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 3,100 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,340 (year 2029),  Design Load: HS 20,  Features Intersected: ERIE BARGE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.725,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 13.1m (43.0ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 31.3m (102.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 48.1 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: Better than present minimum 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: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 10,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $1,345,000,  Roadway Improvement Cost: $788,000,  Total Project Cost: $2,133,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442606,  Location: 2.3 M E JCT RT 46 & CANAL (Lat: 43.205733,  Lng: -75.548317),  Route carried "on" structure: County highway ,  Year Built: 1911,  Year Reconstructed: 1987,  Status: Closed,  Structure Length: 8.10m (26.57ft),  Average Daily Traffic: 500 (year 2009),  Truck Traffic: 6%,  Average Future Daily Traffic: 505 (year 2031),  Features Intersected: ERIE BARGE CANAL,  Facility Carried by Structure: STONEY CREEK ROAD
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 1.287,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 13.4m (44.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 45.1m (148.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.3m (17.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 8.10m (26.57ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 11,  Critical Feature Inspection Date: August 11,  Underwater Inspection Date: August 2002,  Bridge Improvement Cost: $1,797,000,  Roadway Improvement Cost: $1,052,000,  Total Project Cost: $2,849,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442608,  Location: 3.3 MI.E.SH 13 & CANAL (Lat: 43.205806,  Lng: -75.670036),  Route carried "on" structure: County highway ,  Year Built: 1908,  Year Reconstructed: 1953,  Status: Closed,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,320 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,848 (year 2027),  Features Intersected: ERIE BARGE CANAL,  Facility Carried by Structure: HIGGINSVILLE ROAD
Minimum Vertical Clearance: 4.08m (13.39ft),  Kilometerpoint: 5.921,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Navigation Control: Yes ( Vertical Clearance: 7.6m (24.9ft), Horizontal Clearance: 13.4m (44.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Serious,  Channel: Good,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 11,  Critical Feature Inspection Date: December 11,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $13,534,000,  Roadway Improvement Cost: $1,270,000,  Total Project Cost: $14,804,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 442609,  Location: 1.1 MI E SH 13 & BG CANAL (Lat: 43.202244,  Lng: -75.712156),  Route carried "on" structure: Other road ,  Year Built: 1908,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 9.27m (30.41ft),  Average Daily Traffic: 1,040 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 909 (year 2031),  Features Intersected: ERIE BARGE CANAL,  Facility Carried by Structure: COVE ROAD
Minimum Vertical Clearance: 4.11m (13.48ft),  Kilometerpoint: 0.644,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 13.4m (44.0ft)),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 56.0m (183.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 20.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 9.27m (30.41ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 11,  Critical Feature Inspection Date: December 11,  Underwater Inspection Date: July 11,  Bridge Improvement Cost: $13,890,000,  Roadway Improvement Cost: $1,304,000,  Total Project Cost: $15,194,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 442627,  Location: 1.2 MI E SH 13 & BG CANAL (Lat: 43.204314,  Lng: -75.711022),  Route carried "on" structure: Other road ,  Year Built: 1918,  Year Reconstructed: 1955,  Status: Closed,  Structure Length: 1.79m (5.87ft),  Average Daily Traffic: 1,040 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 909 (year 2031),  Features Intersected: WOOD CREEK,  Facility Carried by Structure: COVE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.3m (56.8ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Very good,  Superstructure: Serious,  Substructure: Good,  Channel: Good,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Length Of Structure Improvement: 1.79m (5.87ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: December 11,  Critical Feature Inspection Date: December 11,  Bridge Improvement Cost: $1,615,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $1,767,000 ( Estimate for 2011),  Deck Structure Type: Open Grating
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Structure Number: 442634,  Location: IN NEW LONDON (Lat: 43.205567,  Lng: -75.587314),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 1,080 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,050 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State 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: 6.0m (19.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 28.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Bridge Improvement Cost: $859,000,  Roadway Improvement Cost: $503,000,  Total Project Cost: $1,362,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442635,  Location: 1.4 MI.S.W.OF NEW LONDON (Lat: 43.201231,  Lng: -75.611881),  Route carried "on" structure: Other road ,  Year Built: 1927,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 130 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: LOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Very good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 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: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $666,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $728,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442636,  Location: 2 MI SW OF NEW LONDON (Lat: 43.194169,  Lng: -75.620950),  Route carried "on" structure: County highway ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 530 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 742 (year 2028),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: SENN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.443,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Bridge Improvement Cost: $953,000,  Roadway Improvement Cost: $89,000,  Total Project Cost: $1,042,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442637,  Location: 3 MI.S.W.OF NEW LONDON (Lat: 43.185414,  Lng: -75.631164),  Route carried "on" structure: Other road ,  Year Built: 1927,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 190 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 192 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: COLLINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.512,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $786,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $860,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442638,  Location: 5 MI EAST OF SYLVAN BEACH (Lat: 43.176925,  Lng: -75.646556),  Route carried "on" structure: Other road ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 90 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 91 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: HIGGINSVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  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: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $711,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $778,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442639,  Location: 4.3 MI.S.W.OF NEW LONDON (Lat: 43.171369,  Lng: -75.648478),  Route carried "on" structure: Other road ,  Year Built: 1927,  Status: Posted for load-capacity,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 740 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,293 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: GERMANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,167,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $1,277,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 44264,  Location: 5 MI S.W. OF NEW LONDON (Lat: 43.162461,  Lng: -75.661364),  Route carried "on" structure: Other road ,  Year Built: 1927,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 210 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 202 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: DUNBARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Good,  Superstructure: Poor,  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: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $50,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $79,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442641,  Location: 5.6 MI S.W.OF NEW LONDON (Lat: 43.156278,  Lng: -75.670342),  Route carried "on" structure: Other road ,  Year Built: 1927,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 410 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 394 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: MILLS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Bridge Improvement Cost: $84,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $133,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442642,  Location: AT DURHAMVILLE (Lat: 43.117864,  Lng: -75.669936),  Route carried "on" structure: Other road ,  Year Built: 1927,  Status: Posted for load-capacity,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 1,200 (year 2010),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,212 (year 2031),  Features Intersected: OLD ERIE CANAL,  Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $857,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $937,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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