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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 33
Total length: 237 meters (778ft)
Total costs: $66,238,000
Total average daily traffic: 112,820
Total average daily truck traffic: 15,017
National Bridge Inventory (NBI) Registered Bridges for North Harmony
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New bridges - Historical Statistics

  • 1920-1929: 1
  • 1930-1939: 2
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 2
  • 1970-1979: 1
  • 1980-1989: 17
  • 1990-1999: 7
  • 2000-2009: 2
  • 2010-2012: 1

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: 101441,  Location: 1.7 MI S OF BEMUS POINT (Lat: 42.132031,  Lng: -79.395567),  Route carried "on" structure: State highway 394,  Year Built: 2004,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 7,700 (year 2009),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,777 (year 2031),  Design Load: HS 25,  Features Intersected: CHENEY POINT CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.201,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 70.8 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: Superior to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $160,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $254,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102987,  Location: 1 MI SW JCT SH394 7 SH474 (Lat: 42.094447,  Lng: -79.373506),  Route carried "on" structure: State highway 474,  Year Built: 1986,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 2,450 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,430 (year 2031),  Design Load: HS 20,  Features Intersected: GOOSE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.860,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  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: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $2,052,000,  Roadway Improvement Cost: $1,202,000,  Total Project Cost: $3,254,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1071481,  Location: 4.8 MI E JCT RTS 76 & 17 (Lat: 42.154761,  Lng: -79.501117),  Route carried "on" structure: Interstate 86,  Year Built: 1996,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 8,731 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 12,223 (year 2024),  Design Load: HS 25,  Features Intersected: WALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.495,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.0m (101.7ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $573,000,  Roadway Improvement Cost: $336,000,  Total Project Cost: $909,000 ( 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: 1071482,  Location: 4.8MI.E.JCT.RTES 76 & 17 (Lat: 42.154369,  Lng: -79.501172),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 7,120 (year 1998),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,968 (year 2018),  Design Load: HS 20,  Features Intersected: WALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.495,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 53.5 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $521,000,  Roadway Improvement Cost: $305,000,  Total Project Cost: $826,000 ( 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: 1071491,  Location: 5 MILES E JCT I86 & SH 76 (Lat: 42.155581,  Lng: -79.495864),  Route carried "on" structure: Interstate 86,  Year Built: 1996,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 3,560 (year 1998),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,530 (year 2031),  Design Load: HS 25,  Features Intersected: PRENDERGAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 181.994,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft)

Condition: Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 82.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $293,000,  Roadway Improvement Cost: $172,000,  Total Project Cost: $465,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1071492,  Location: 5.0MI.E.JCT.RTES 76 & 17 (Lat: 42.155092,  Lng: -79.496042),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 9,000 (year 2011),  Truck Traffic: 26%,  Average Future Daily Traffic: 10,530 (year 2031),  Design Load: HS 20,  Features Intersected: PRENDERGAST CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.977,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 77.1 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $689,000,  Roadway Improvement Cost: $403,000,  Total Project Cost: $1,092,000 ( 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: 1071501,  Location: 3.5 MI W JCT I86 & SH 394 (Lat: 42.157897,  Lng: -79.474681),  Route carried "on" structure: Interstate 86,  Year Built: 1996,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 6,967 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 10,296 (year 2031),  Design Load: HS 25,  Features Intersected: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 184.279,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.0m (137.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  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: 1071502,  Location: 3.5 MI W JCT I86 & SH 394 (Lat: 42.157581,  Lng: -79.474564),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 4,500 (year 2011),  Truck Traffic: 26%,  Average Future Daily Traffic: 10,296 (year 2031),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.779,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.84m (12.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $565,000,  Roadway Improvement Cost: $331,000,  Total Project Cost: $896,000 ( 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: 107151,  Location: 1.5MI.W.JCT.RTES 394 & 17 (Lat: 42.153472,  Lng: -79.437389),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 170 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 182 (year 2031),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: MORLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.496,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $918,000,  Roadway Improvement Cost: $538,000,  Total Project Cost: $1,456,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 107152,  Location: 1.OMI.W.JCT.RTES 394 & 17 (Lat: 42.153467,  Lng: -79.425239),  Route carried "on" structure: Other road ,  Year Built: 1982,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 360 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 364 (year 2031),  Design Load: HS 20,  Features Intersected: RTE I86,  Facility Carried by Structure: CARPENTR PRINGLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.629,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.62m (25.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $5,424,000,  Roadway Improvement Cost: $3,176,000,  Total Project Cost: $8,600,000 ( 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: 1071539,  Location: 0.2MI.W.JCT.RTES 394 & 17 (Lat: 42.151600,  Lng: -79.410372),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 6.55m (21.49ft),  Average Daily Traffic: 8,600 (year 2007),  Truck Traffic: 26%,  Average Future Daily Traffic: 10,296 (year 2031),  Design Load: HS 20,  Features Intersected: BALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.137,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 13 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.6 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.55m (21.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $1,445,000,  Roadway Improvement Cost: $846,000,  Total Project Cost: $2,291,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107154,  Location: JCT.OF RTES 394 & 17 (Lat: 42.151661,  Lng: -79.408053),  Route carried "on" structure: State highway 394,  Year Built: 1982,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 7,700 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,777 (year 2031),  Design Load: HS 20,  Features Intersected: RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.771,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.1m (75.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 22.8m (74.8ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $1,146,000,  Roadway Improvement Cost: $671,000,  Total Project Cost: $1,817,000 ( 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: 107155,  Location: 0.1MI.N.JCT.RTES 394 & 17 (Lat: 42.153633,  Lng: -79.408172),  Route carried "on" structure: State highway 394,  Year Built: 1982,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 4,550 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,370 (year 2031),  Design Load: HS 20,  Features Intersected: BALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.562,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 75.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $784,000,  Roadway Improvement Cost: $459,000,  Total Project Cost: $1,243,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107393,  Location: AT ASHVILLE (Lat: 42.093311,  Lng: -79.380778),  Route carried "on" structure: State highway 474,  Year Built: 1986,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 2,450 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,940 (year 2031),  Design Load: H 20,  Features Intersected: GOOSE CREEK TRIB.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.136,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.1 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: October 11,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $35,000,  Total Project Cost: $404,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1091819,  Location: AT ORIENTAL PARK (Lat: 42.151694,  Lng: -79.394678),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 115.48m (378.87ft),  Average Daily Traffic: 13,400 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,148 (year 2031),  Design Load: HS 20,  Features Intersected: CHAUTAUQUA LAKE
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 30.989,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 29 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 92.3m (302.8ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 22.3m (73.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 85.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 115.48m (378.87ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 11,  Critical Feature Inspection Date: September 11,  Underwater Inspection Date: August 10,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $636,000 ( 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: 109181A,  Location: AT ORIENTAL PARK (Lat: 42.152369,  Lng: -79.383964),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 14.38m (47.18ft),  Average Daily Traffic: 5,419 (year 1989),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,587 (year 2009),  Design Load: HS 20,  Features Intersected: CHAUTAUQUA LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 49.0m (160.8ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 14.38m (47.18ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 11,  Underwater Inspection Date: August 10,  Bridge Improvement Cost: $3,079,000,  Roadway Improvement Cost: $1,803,000,  Total Project Cost: $4,882,000 ( 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: 109181B,  Location: AT BEMUS POINT (Lat: 42.152011,  Lng: -79.383672),  Route carried "on" structure: Interstate 86,  Year Built: 1982,  Status: Open,  Structure Length: 17.25m (56.59ft),  Average Daily Traffic: 13,400 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 13,454 (year 2031),  Design Load: HS 20,  Features Intersected: CHAUTAUQUA LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.228,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 48.1m (157.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.25m (56.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 11,  Underwater Inspection Date: August 10,  Bridge Improvement Cost: $699,000,  Roadway Improvement Cost: $409,000,  Total Project Cost: $1,108,000 ( 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: 221265,  Location: 2.8 MI SE OF STEDMAN (Lat: 42.139817,  Lng: -79.438836),  Route carried "on" structure: Other road ,  Year Built: 2009,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 212 (year 2031),  Design Load: HS 25,  Features Intersected: BALL CREEK,  Facility Carried by Structure: RAMSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.041,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 78.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $128,000,  Roadway Improvement Cost: $75,000,  Total Project Cost: $203,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 221266,  Location: 0.7 MI N OF PANAMA (Lat: 42.095211,  Lng: -79.474800),  Route carried "on" structure: Other road ,  Year Built: 1978,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 90 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 91 (year 2031),  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: FOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 2 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $7,009,000,  Roadway Improvement Cost: $4,104,000,  Total Project Cost: $11,113,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332516,  Location: 1.1 MI N OF PANAMA (Lat: 42.101819,  Lng: -79.481775),  Route carried "on" structure: County highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 870 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,218 (year 2027),  Design Load: HS 25,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: COUNTY ROAD 33
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.009,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.0 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $139,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $220,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332517,  Location: 2.4 MI SW OF STOWE (Lat: 42.139694,  Lng: -79.446353),  Route carried "on" structure: Other road ,  Year Built: 2010,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 192 (year 2031),  Design Load: HS 25,  Features Intersected: BALL CREEK,  Facility Carried by Structure: RAMSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.414,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 78.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $134,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $212,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332518,  Location: 0.5 MI W OF STEDMAN (Lat: 42.169181,  Lng: -79.486911),  Route carried "on" structure: County highway ,  Year Built: 1929,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 2.22m (7.28ft),  Average Daily Traffic: 620 (year 2004),  Truck Traffic: 8%,  Average Future Daily Traffic: 868 (year 2024),  Features Intersected: PRENDERGAST CRK,  Facility Carried by Structure: COUNTY ROUTE 18
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.477,  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: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.22m (7.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $2,093,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $2,289,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332519,  Location: 1.3 MI SW OF STOW (Lat: 42.150439,  Lng: -79.424700),  Route carried "on" structure: Other road ,  Year Built: 1938,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 360 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 364 (year 2031),  Features Intersected: BALL CREEK,  Facility Carried by Structure: CARP. PRINGLE RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.323,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $1,685,000,  Roadway Improvement Cost: $987,000,  Total Project Cost: $2,672,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33252,  Location: 1.8 MILES SW OF STEDMAN (Lat: 42.149794,  Lng: -79.500953),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 50 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 51 (year 2031),  Features Intersected: PRENDERGAST CREEK,  Facility Carried by Structure: WALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.985,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $244,000 ( Estimate for 2011)
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Structure Number: 332521,  Location: 1.7 MI SW OF STOWE (Lat: 42.139850,  Lng: -79.433569),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 180 (year 2004),  Truck Traffic: 9%,  Average Future Daily Traffic: 172 (year 2031),  Design Load: HS 25,  Features Intersected: BALL CREEK,  Facility Carried by Structure: RAMSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.3m (33.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Channel: Satisfactory,  Culverts: Excellent,  Operating Rating: 79.9 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Superior to present desirable 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: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $260,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332522,  Location: 4.3 MI SE OF SHERMAN (Lat: 42.145433,  Lng: -79.503681),  Route carried "on" structure: Other road ,  Year Built: 1995,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 30 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 30 (year 2031),  Features Intersected: PRENDERGAST CREEK,  Facility Carried by Structure: EIDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 3.9m (12.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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 desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $1,962,000,  Roadway Improvement Cost: $1,149,000,  Total Project Cost: $3,111,000 ( Estimate for 2011),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332523,  Location: 0.1 MI SE OF STOW (Lat: 42.153883,  Lng: -79.404628),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 30 (year 2004),  Truck Traffic: 3%,  Average Future Daily Traffic: 46 (year 2031),  Features Intersected: BALL CREEK,  Facility Carried by Structure: COUNTY ROAD 94A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  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: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Critical Feature Inspection Date: June 11,  Bridge Improvement Cost: $2,398,000,  Roadway Improvement Cost: $225,000,  Total Project Cost: $2,623,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332525,  Location: 0.1 MI S OF ASHVILLE (Lat: 42.093914,  Lng: -79.374756),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 1.67m (5.48ft),  Average Daily Traffic: 3,100 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,340 (year 2029),  Design Load: HS 20,  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: COUNTY ROAD 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: County 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: 16.1m (52.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 33.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $749,000,  Roadway Improvement Cost: $439,000,  Total Project Cost: $1,188,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332526,  Location: 1.0 MI NE OF PANAMA (Lat: 42.087978,  Lng: -79.451947),  Route carried "on" structure: Other road ,  Year Built: 1969,  Status: Open,  Structure Length: 1.85m (6.07ft),  Average Daily Traffic: 130 (year 2009),  Truck Traffic: 10%,  Average Future Daily Traffic: 182 (year 2029),  Features Intersected: GOOSE CREEK,  Facility Carried by Structure: ERICKSON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.2m (59.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 31.8 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: 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 minimum criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $6,656,000,  Roadway Improvement Cost: $3,898,000,  Total Project Cost: $10,554,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332527,  Location: 3 MILES SW OF STOWE (Lat: 42.138719,  Lng: -79.459097),  Route carried "on" structure: County highway ,  Year Built: 1933,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 880 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,232 (year 2029),  Features Intersected: TRB OF BALL CREEK,  Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.142,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 11,  Bridge Improvement Cost: $881,000,  Roadway Improvement Cost: $516,000,  Total Project Cost: $1,397,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107151,  Location: 1.5MI.W.JCT.RTES 394 & 17 (Lat: 42.153472,  Lng: -79.437389),  Route carried "under" structure: Interstate 86,  Year Built: 1982,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1 (year 2011),  Features Intersected: RTE I86,  Facility Carried by Structure: MORLEY ROAD
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 107152,  Location: 1.OMI.W.JCT.RTES 394 & 17 (Lat: 42.153467,  Lng: -79.425239),  Route carried "under" structure: Interstate 86,  Year Built: 1982,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1 (year 2011),  Features Intersected: RTE I86,  Facility Carried by Structure: CARPENTR PRINGLE
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.7m (123.7ft)

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Structure Number: 107154,  Location: JCT.OF RTES 394 & 17 (Lat: 42.151661,  Lng: -79.408053),  Route carried "under" structure: Interstate 86,  Year Built: 1982,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 1 (year 2011),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 394
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)

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