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


  • National Bridge Inventory (NBI) Statistics
  • 30Number of bridges
  • 90m295ftTotal length
  • $36,919,000Total costs
  • 68,098Total average daily traffic
  • 10,780Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for North Harmony
  • No street view available for this location

New bridges - Historical Statistics

  • 11920-1929
  • 11930-1939
  • 21960-1969
  • 11970-1979
  • 141980-1989
  • 71990-1999
  • 22000-2009
  • 22010-2015

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: 7,794 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,912 (year 2033),  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: Good,  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: Better than present minimum 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: September 14,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $352,000 ( Estimate for 2014),  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: 2,614 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,660 (year 2032),  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: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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 13,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $51,000 ( Estimate for 2014),  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: 3,896 (year 2014),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,994 (year 2034),  Design Load: HS 25,  Features Intersected: WALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.494,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: 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 13,  Bridge Improvement Cost: $662,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $1,050,000 ( Estimate for 2014),  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: 3,896 (year 2014),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,994 (year 2034),  Design Load: HS 20,  Features Intersected: WALL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.494,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 13,  Bridge Improvement Cost: $601,000,  Roadway Improvement Cost: $352,000,  Total Project Cost: $953,000 ( Estimate for 2014),  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: 3,896 (year 2014),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,994 (year 2034),  Design Load: HS 25,  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: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Channel: Very good,  Culverts: 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,  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: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 13,  Bridge Improvement Cost: $952,000,  Roadway Improvement Cost: $557,000,  Total Project Cost: $1,509,000 ( Estimate for 2014),  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: 7,792 (year 2014),  Truck Traffic: 22%,  Average Future Daily Traffic: 9,994 (year 2034),  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: June 13,  Bridge Improvement Cost: $845,000,  Roadway Improvement Cost: $495,000,  Total Project Cost: $1,340,000 ( Estimate for 2014),  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: 3,896 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,994 (year 2034),  Design Load: HS 25,  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: 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: August 13,  Bridge Improvement Cost: $889,000,  Roadway Improvement Cost: $521,000,  Total Project Cost: $1,410,000 ( Estimate for 2014),  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: 3,896 (year 2014),  Truck Traffic: 26%,  Average Future Daily Traffic: 9,994 (year 2034),  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,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: August 13,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $481,000,  Total Project Cost: $1,302,000 ( Estimate for 2014),  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: 155 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 160 (year 2034),  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: 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: 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: August 13,  Bridge Improvement Cost: $1,332,000,  Roadway Improvement Cost: $780,000,  Total Project Cost: $2,112,000 ( Estimate for 2014),  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: 335 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 346 (year 2034),  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: 96.2 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: 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: August 13,  Bridge Improvement Cost: $9,576,000,  Roadway Improvement Cost: $5,608,000,  Total Project Cost: $15,184,000 ( Estimate for 2014),  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: 7,782 (year 2013),  Truck Traffic: 26%,  Average Future Daily Traffic: 8,392 (year 2034),  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 13,  Bridge Improvement Cost: $2,005,000,  Roadway Improvement Cost: $1,174,000,  Total Project Cost: $3,179,000 ( Estimate for 2014),  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: 7,794 (year 2013),  Truck Traffic: 8%,  Average Future Daily Traffic: 10,912 (year 2033),  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 13,  Bridge Improvement Cost: $1,662,000,  Roadway Improvement Cost: $973,000,  Total Project Cost: $2,635,000 ( Estimate for 2014),  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: 4,153 (year 2013),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,814 (year 2033),  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: Meets minimum limits,  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 13,  Bridge Improvement Cost: $1,088,000,  Roadway Improvement Cost: $637,000,  Total Project Cost: $1,725,000 ( Estimate for 2014),  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: 2,614 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,727 (year 2034),  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: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 71.9 metric tons,  Inventory Rating: 29.3 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: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 13,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $35,000 ( Estimate for 2014),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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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: 133 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 137 (year 2034),  Design Load: HS 25,  Features Intersected: BALL CREEK,  Facility Carried by Structure: RAMSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.993,  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: Very good,  Culverts: Very good,  Operating Rating: 78.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal 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 13,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $282,000 ( Estimate for 2014),  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: 129 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 134 (year 2034),  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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $222,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $352,000 ( Estimate for 2014),  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: 971 (year 2012),  Truck Traffic: 8%,  Average Future Daily Traffic: 970 (year 2034),  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: Good,  Channel: Good,  Operating Rating: 76.2 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: Better than 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: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $252,000 ( Estimate for 2014),  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: 133 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 137 (year 2034),  Design Load: HS 25,  Features Intersected: BALL CREEK,  Facility Carried by Structure: RAMSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.365,  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: Very good,  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: Meets minimum limits,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Bridge Improvement Cost: $186,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $295,000 ( Estimate for 2014),  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: 618 (year 2004),  Truck Traffic: 13%,  Average Future Daily Traffic: 865 (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: Poor,  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: 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 14,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $177,000,  Total Project Cost: $478,000 ( Estimate for 2014),  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: 2012,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 335 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 346 (year 2034),  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: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 7.4m (24.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 97.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Bridge Improvement Cost: $136,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $216,000 ( Estimate for 2014),  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: 103 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 106 (year 2034),  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: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 1.61m (5.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $281,000 ( Estimate for 2014)
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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: 133 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 137 (year 2034),  Design Load: HS 25,  Features Intersected: BALL CREEK,  Facility Carried by Structure: RAMSEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.427,  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: Very good,  Operating Rating: 79.9 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal 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: June 13,  Bridge Improvement Cost: $228,000,  Roadway Improvement Cost: $134,000,  Total Project Cost: $362,000 ( Estimate for 2014),  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: 59 (year 2013),  Truck Traffic: 7%,  Average Future Daily Traffic: 61 (year 2034),  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: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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 desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $123,000 ( Estimate for 2014),  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: 34 (year 2004),  Truck Traffic: 4%,  Average Future Daily Traffic: 40 (year 2034),  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: Fair,  Channel: Satisfactory,  Operating Rating: 34.5 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: 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 13,  Critical Feature Inspection Date: June 13,  Bridge Improvement Cost: $640,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $1,015,000 ( Estimate for 2014),  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: 3,920 (year 2012),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,488 (year 2032),  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: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $41,000 ( Estimate for 2014),  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: 0.097,  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: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 29.0 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.85m (6.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 13,  Bridge Improvement Cost: $153,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $243,000 ( Estimate for 2014),  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: 884 (year 2009),  Truck Traffic: 8%,  Average Future Daily Traffic: 882 (year 2034),  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: Poor,  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: 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 13,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $52,000,  Total Project Cost: $142,000 ( Estimate for 2014),  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 2014),  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 2014),  Features Intersected: RTE I86,  Facility Carried by Structure: CARPENTR PRINGLE
Minimum Vertical Clearance: 5.26m (17.26ft),  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 2014),  Features Intersected: RTE I86,  Facility Carried by Structure: RTE 394
Minimum Vertical Clearance: 5.21m (17.09ft),  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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