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

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Structure Number: 1009681,  Location: JCT I81 & SH 12 (Lat: 44.001156,  Lng: -75.919806),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 10,804 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,453 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $1,743,000,  Roadway Improvement Cost: $1,187,000,  Total Project Cost: $2,930,000 ( Estimate for 2007),  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: 1009682,  Location: JCT I81 & SH 12 (Lat: 44.000878,  Lng: -75.919653),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 10,804 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,453 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.064,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.54m (14.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Bridge Improvement Cost: $1,743,000,  Roadway Improvement Cost: $1,187,000,  Total Project Cost: $2,930,000 ( Estimate for 2007),  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: 100969,  Location: .6 MT N JCT RTE 12&I81 (Lat: 44.009683,  Lng: -75.924597),  Route carried "on" structure: State highway 12,  Year Built: 1985,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 4,602 (year 2005),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,301 (year 2025),  Design Load: HS 20,  Features Intersected: PHILOMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.998,  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: 16.7m (54.8ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 59.9 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $509,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $812,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1010081,  Location: JCT RTS 12E + I-81 SB (Lat: 43.996703,  Lng: -75.931972),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 12,017 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 17,188 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 12E, CSX TRANSPRTATI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.871,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $552,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1010082,  Location: JCT RTS 12E + I-81 NB (Lat: 43.996511,  Lng: -75.931783),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 24,033 (year 2005),  Truck Traffic: 17%,  Average Future Daily Traffic: 34,374 (year 2025),  Design Load: HS 20,  Features Intersected: RTE 12E, CSX TRANSPRTATI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.871,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.46m (21.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $346,000,  Roadway Improvement Cost: $206,000,  Total Project Cost: $552,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102378,  Location: 0.3 MI N JCT RTS 11 & 37 (Lat: 44.005931,  Lng: -75.901906),  Route carried "on" structure: State highway 37,  Year Built: 1993,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 3,012 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 3,469 (year 2026),  Design Load: HS 20,  Features Intersected: KELSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.274,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $458,000,  Roadway Improvement Cost: $273,000,  Total Project Cost: $731,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103223,  Location: 3.6 MI N JCT I-81 + 342 (Lat: 44.087972,  Lng: -75.914625),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 428 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 571 (year 2020),  Design Load: HS 20,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,272,000,  Roadway Improvement Cost: $1,318,000,  Total Project Cost: $3,590,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032241,  Location: 3.7 MI S JCT I-81 + 411 (Lat: 44.137183,  Lng: -75.882031),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 4,754 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 5,928 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.571,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $571,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1032242,  Location: 3.7 MI S JCT I-81 + 411 (Lat: 44.137075,  Lng: -75.881553),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 4,754 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 5,928 (year 2027),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.571,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $363,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $571,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1043261,  Location: 1.1 MI S JCT I-81 & 342 (Lat: 44.020147,  Lng: -75.916694),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 10,804 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,453 (year 2027),  Design Load: HS 20,  Features Intersected: PHILOMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.075,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 75.9 metric tons,  Inventory Rating: 29.3 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: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $438,000,  Total Project Cost: $1,174,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1043262,  Location: 1.1 MI S JCT I-81 & 342 (Lat: 44.020681,  Lng: -75.915533),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 10,804 (year 2007),  Truck Traffic: 17%,  Average Future Daily Traffic: 15,453 (year 2027),  Design Load: HS 20,  Features Intersected: PHILOMEL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.075,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Skew: 2 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 75.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $736,000,  Roadway Improvement Cost: $438,000,  Total Project Cost: $1,174,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104327,  Location: JCT OF RTE I-81 + 342 (Lat: 44.035183,  Lng: -75.914639),  Route carried "on" structure: State highway 342,  Year Built: 1965,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 2,178 (year 2002),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,509 (year 2022),  Design Load: H 20,  Features Intersected: RTE I81, RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.804,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.35m (30.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $2,161,000,  Roadway Improvement Cost: $1,254,000,  Total Project Cost: $3,415,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104328,  Location: 1.3 MI N JCT I81 & SH 342 (Lat: 44.054517,  Lng: -75.918864),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 10.08m (33.07ft),  Average Daily Traffic: 517 (year 2000),  Truck Traffic: 4%,  Average Future Daily Traffic: 620 (year 2020),  Design Load: HS 20,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: MILITARY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.2m (72.8ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.08m (33.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,161,000,  Roadway Improvement Cost: $1,254,000,  Total Project Cost: $3,415,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10433,  Location: 2.5 MI N JCT I81 & SH 342 (Lat: 44.073864,  Lng: -75.917828),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 11.12m (36.48ft),  Average Daily Traffic: 275 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 330 (year 2019),  Design Load: HS 20,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: PERCH LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 18.6m (61.0ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.12m (36.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,161,000,  Roadway Improvement Cost: $1,254,000,  Total Project Cost: $3,415,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1094641,  Location: 4.6 MI S JCT I-81 + 411 (Lat: 44.124636,  Lng: -75.884561),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,754 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 5,928 (year 2027),  Design Load: HS 20,  Features Intersected: GILLETTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.584,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $734,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1094642,  Location: 4.6 MI S JCT I-81 + 411 (Lat: 44.124642,  Lng: -75.882536),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 4,754 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 5,928 (year 2027),  Design Load: HS 20,  Features Intersected: GILLETTE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.469,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Very good,  Culverts: Good,  Operating Rating: 75.4 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: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $460,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $734,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336337,  Location: 4.2 MILES S OF ORLEANS (Lat: 44.138017,  Lng: -75.886072),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 258 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 344 (year 2021),  Features Intersected: EISS CREEK,  Facility Carried by Structure: PERCH LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Fair,  Culverts: Fair,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $151,000,  Roadway Improvement Cost: $90,000,  Total Project Cost: $241,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 552384,  Location: .2 MI W OF I81 AT PERCH L (Lat: 44.122742,  Lng: -75.889206),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1978,  Status: Posted for load,  Structure Length: 1.58m (5.18ft),  Truck Traffic: 4%,  Features Intersected: GILLETTE CREEK,  Facility Carried by Structure: PERCH LAKE EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Agenciy,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.7m (12.1ft)

Condition: Deck: Serious,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 8.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $167,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 1009681,  Location: JCT I81 & SH 12 (Lat: 44.001156,  Lng: -75.919806),  Route carried "under" structure: State highway 12,  Year Built: 1959,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 5,822 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1009682,  Location: JCT I81 & SH 12 (Lat: 44.000878,  Lng: -75.919653),  Route carried "under" structure: State highway 12,  Year Built: 1959,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 5,822 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 0.46m (1.51ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 1010081,  Location: JCT RTS 12E + I-81 SB (Lat: 43.996703,  Lng: -75.931972),  Route carried "under" structure: State highway 12E,  Year Built: 1959,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12E, CSX TRANSPRTATI,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 6.75m (22.15ft),  Kilometerpoint: 0.531,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 1010082,  Location: JCT RTS 12E + I-81 NB (Lat: 43.996511,  Lng: -75.931783),  Route carried "under" structure: State highway 12E,  Year Built: 1959,  Structure Length: 6.46m (21.19ft),  Average Daily Traffic: 4,000 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12E, CSX TRANSPRTATI,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 6.47m (21.23ft),  Kilometerpoint: 0.499,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.3m (79.7ft)

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Structure Number: 103223,  Location: 3.6 MI N JCT I-81 + 342 (Lat: 44.087972,  Lng: -75.914625),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 8,350 (year 1996),  Truck Traffic: 31%,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: COUNTY ROAD 16
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 50.185,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1032242,  Location: 3.7 MI S JCT I-81 + 411 (Lat: 44.137075,  Lng: -75.881553),  Route carried "under" structure: County highway ,  Year Built: 1965,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 10 (year 1975),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 15,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.36m (14.30ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 104327,  Location: JCT OF RTE I-81 + 342 (Lat: 44.035183,  Lng: -75.914639),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 9.35m (30.68ft),  Average Daily Traffic: 10,804 (year 2007),  Truck Traffic: 17%,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: RTE 342
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 44.199,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.3m (69.9ft)

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Structure Number: 104328,  Location: 1.3 MI N JCT I81 & SH 342 (Lat: 44.054517,  Lng: -75.918864),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 10.08m (33.07ft),  Average Daily Traffic: 8,350 (year 1996),  Truck Traffic: 31%,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: MILITARY RD
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 46.404,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 10433,  Location: 2.5 MI N JCT I81 & SH 342 (Lat: 44.073864,  Lng: -75.917828),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 11.12m (36.48ft),  Average Daily Traffic: 8,350 (year 1996),  Truck Traffic: 31%,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: PERCH LAKE ROAD
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 48.592,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.6m (61.0ft)

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Structure Number: 702379,  Location: 0.5 MI N JCT RTS 11 + 37 (Lat: 44.008489,  Lng: -75.902194),  Route carried "under" structure: State highway 37,  Year Built: 1911,  Structure Length: 1.61m (5.28ft),  Average Daily Traffic: 3,012 (year 2006),  Truck Traffic: 7%,  Features Intersected: RTE 37,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.24m (13.91ft),  Kilometerpoint: 0.772,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 13.7m (44.9ft)