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

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Structure Number: 100976,  Location: 5.0 MI NE JCT 12 + 12E (Lat: 44.270889,  Lng: -76.001661),  Route carried "on" structure: State highway 12,  Year Built: 1930,  Year Reconstructed: 1976,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 3,645 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,558 (year 2026),  Design Load: H 20,  Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.219,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $206,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $329,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 103227,  Location: 1.6 MI N JCT I-81 + 411 (Lat: 44.211175,  Lng: -75.893197),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 171 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 205 (year 2019),  Design Load: HS 20,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: COUNTY ROAD 15
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: 6.4m (21.0ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.96m (29.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,453,000,  Roadway Improvement Cost: $949,000,  Total Project Cost: $2,402,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 10395,  Location: IN LAFARGEVILLE (Lat: 44.193383,  Lng: -75.966506),  Route carried "on" structure: State highway 180,  Year Built: 1900,  Year Reconstructed: 1962,  Status: Posted for load-capacity,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 1,239 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,456 (year 2026),  Features Intersected: CHAUMONT RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.120,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 3.3m (10.8ft),  Right: 3.3m (10.8ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 24.3m (79.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.3 metric tons,  Inventory Rating: 14.6 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $1,166,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103951,  Location: 1 MI NW OF OMAR (Lat: 44.270164,  Lng: -75.993819),  Route carried "on" structure: State highway 180,  Year Built: 1980,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 926 (year 2002),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,088 (year 2022),  Design Load: HS 20,  Features Intersected: MULLET CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.087,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 61.7 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: Superior 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $460,000,  Total Project Cost: $1,166,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103952,  Location: IN FISHERS LANDING (Lat: 44.276244,  Lng: -76.004922),  Route carried "on" structure: County highway ,  Year Built: 1934,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 1,189 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,427 (year 2018),  Features Intersected: MULLET CREEK,  Facility Carried by Structure: COUNTY ROAD 195
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $329,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $525,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1060601,  Location: 3.8 MI N JCT I-81+ST.LAWR (Lat: 44.341003,  Lng: -75.980536),  Route carried "on" structure: Interstate 81,  Year Built: 1969,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 2,834 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,534 (year 2026),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 191
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.742,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1060602,  Location: 3.8 MI N JCT I-81+ST.LAWR (Lat: 44.340903,  Lng: -75.980119),  Route carried "on" structure: Interstate 81,  Year Built: 1969,  Status: Open,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 2,834 (year 2006),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,534 (year 2026),  Design Load: HS 20,  Features Intersected: COUNTY ROAD 191
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 85.742,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: 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: 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: 3.65m (11.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 107737,  Location: 1.6 MI N JCT RTS 12 & 180 (Lat: 44.113683,  Lng: -75.974578),  Route carried "on" structure: State highway 180,  Year Built: 1998,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 1,239 (year 2006),  Truck Traffic: 11%,  Average Future Daily Traffic: 1,456 (year 2026),  Design Load: HS 25,  Features Intersected: STONE MILLS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.992,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 79.1 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: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $301,000,  Roadway Improvement Cost: $179,000,  Total Project Cost: $480,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 109466,  Location: 1.6 MI S JCT I81 & SH 411 (Lat: 44.177089,  Lng: -75.878694),  Route carried "on" structure: Interstate 81,  Year Built: 1965,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 9,508 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 11,856 (year 2027),  Design Load: HS 20,  Features Intersected: HYDE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.585,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 75.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $444,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $708,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 222013,  Location: 2.3 MI E OF GUNNS CORNERS (Lat: 44.096919,  Lng: -75.953892),  Route carried "on" structure: City street ,  Year Built: 1919,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 207 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 248 (year 2021),  Features Intersected: PERCH RV.WETLANDS,  Facility Carried by Structure: VAADI ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 6.4m (21.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 20.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $55,000,  Total Project Cost: $148,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 322012,  Location: 5.0 MI E OF LA FARGEVILLE (Lat: 44.175850,  Lng: -75.894397),  Route carried "on" structure: City street ,  Year Built: 1946,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 20 (year 1998),  Truck Traffic: 4%,  Average Future Daily Traffic: 24 (year 2018),  Features Intersected: HYDE CREEK,  Facility Carried by Structure: SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 4.8m (15.7ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 69.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $239,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $381,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333925,  Location: 9.0 MI SE OF LAFARGEVILLE (Lat: 44.120794,  Lng: -75.942056),  Route carried "on" structure: City street ,  Year Built: 1938,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 96 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 115 (year 2019),  Features Intersected: CARTER CREEK,  Facility Carried by Structure: DOG HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $197,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333927,  Location: 5.0 MI.SW OF ALEXANDRIA B (Lat: 44.278744,  Lng: -75.978300),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 38 (year 2003),  Truck Traffic: 4%,  Average Future Daily Traffic: 46 (year 2023),  Design Load: HS 25,  Features Intersected: MULLET CREEK,  Facility Carried by Structure: LEDGES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.8m (61.7ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2007,  Critical Feature Inspection Date: October 2007,  Underwater Inspection Date: June 2001,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $197,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333928,  Location: 6 MI SE OF LA FARGEVILLE (Lat: 44.154472,  Lng: -75.899578),  Route carried "on" structure: County highway ,  Year Built: 1961,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 258 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 344 (year 2020),  Features Intersected: HYDE 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: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2003,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $197,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 333951,  Location: IN HAMLET OF LAFARGEVILLE (Lat: 44.192950,  Lng: -75.970097),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 143 (year 2006),  Truck Traffic: 4%,  Average Future Daily Traffic: 172 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: CHAUMONT RIVER,  Facility Carried by Structure: FORD STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $362,000,  Roadway Improvement Cost: $216,000,  Total Project Cost: $578,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 333959,  Location: 5.5 MI NE OF CLAYTON TWP (Lat: 44.260667,  Lng: -75.972756),  Route carried "on" structure: Business County highway ,  Year Built: 1911,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 282 (year 2001),  Truck Traffic: 4%,  Average Future Daily Traffic: 338 (year 2021),  Design Load: HS 20,  Features Intersected: MULLET CREEK,  Facility Carried by Structure: CR13 TANNERSCRN R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $308,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 552324,  Location: 2.5 MI.SW OF ALEX. BAY (Lat: 44.302444,  Lng: -75.982919),  Route carried "on" structure: Interstate 81,  Year Built: 1938,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 137.16m (450.00ft),  Average Daily Traffic: 5,683 (year 2007),  Truck Traffic: 31%,  Average Future Daily Traffic: 7,086 (year 2027),  Design Load: H 20,  Features Intersected: COUNTY ROAD # 100, ST.LA
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 78.316,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: Local Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Navigation Control: Yes ( Vertical Clearance: 45.7m (149.9ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel,  Design/Construction: Suspension,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 42,  Length of Maximum Span: 243.8m (799.9ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 81.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 137.16m (450.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $27,450,000,  Roadway Improvement Cost: $15,924,000,  Total Project Cost: $43,374,000 ( Estimate for 2007),  Deck Structure Type: Closed Grating

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Structure Number: 5523251,  Location: 5.0 MI.NW ALEXANDRIA BAY (Lat: 44.347175,  Lng: -75.983542),  Route carried "on" structure: Other road ,  Year Built: 1938,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 2,100 (year 1978),  Truck Traffic: 31%,  Average Future Daily Traffic: 2,618 (year 1998),  Features Intersected: ST.LAWRENCE RV.CH,  Facility Carried by Structure: TIBA U.S.CUSTOMS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 71.6 metric tons,  Inventory Rating: 26.2 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $836,000,  Roadway Improvement Cost: $497,000,  Total Project Cost: $1,333,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5523252,  Location: 5.0 MI.NW ALEXANDRIA BAY (Lat: 44.347219,  Lng: -75.983183),  Route carried "on" structure: Other road ,  Year Built: 1959,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 2,100 (year 1978),  Truck Traffic: 31%,  Average Future Daily Traffic: 2,618 (year 1998),  Features Intersected: ST.LAWRENCE RV.CH,  Facility Carried by Structure: TIBA U.S.CUSTOMS.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Toll: On toll road,  Owner: Local Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.2m (95.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 93.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $1,108,000,  Roadway Improvement Cost: $659,000,  Total Project Cost: $1,767,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103227,  Location: 1.6 MI N JCT I-81 + 411 (Lat: 44.211175,  Lng: -75.893197),  Route carried "under" structure: Interstate 81,  Year Built: 1965,  Structure Length: 8.96m (29.40ft),  Average Daily Traffic: 6,553 (year 2000),  Truck Traffic: 31%,  Features Intersected: RTE I81, RTE I81,  Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 65.293,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 1060601,  Location: 3.8 MI N JCT I-81+ST.LAWR (Lat: 44.341003,  Lng: -75.980536),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 150 (year 2001),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 191,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.74m (15.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)

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Structure Number: 1060602,  Location: 3.8 MI N JCT I-81+ST.LAWR (Lat: 44.340903,  Lng: -75.980119),  Route carried "under" structure: County highway ,  Year Built: 1969,  Structure Length: 3.65m (11.98ft),  Average Daily Traffic: 150 (year 2001),  Truck Traffic: 6%,  Features Intersected: COUNTY ROAD 191,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 0.51m (1.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.5m (119.8ft)