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

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Structure Number: 1008331,  Location: 1.3 MI N JCT RTS I-81+26 (Lat: 42.338478,  Lng: -75.978517),  Route carried "on" structure: Interstate 81,  Year Built: 1969,  Status: Open,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 10,811 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 17,583 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.263,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.41m (14.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Bridge Improvement Cost: $2,939,000,  Roadway Improvement Cost: $1,705,000,  Total Project Cost: $4,644,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1008332,  Location: 1.3 MI N JCT RTS I-81+26 (Lat: 42.338372,  Lng: -75.978286),  Route carried "on" structure: Interstate 81,  Year Built: 1969,  Status: Open,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 10,811 (year 2007),  Truck Traffic: 24%,  Average Future Daily Traffic: 17,583 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.263,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 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,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.35m (14.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $2,939,000,  Roadway Improvement Cost: $1,705,000,  Total Project Cost: $4,644,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101861,  Location: 1.7 MI N JCT RTS 26 + 206 (Lat: 42.352147,  Lng: -75.967706),  Route carried "on" structure: State highway 26,  Year Built: 1942,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 3,121 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,753 (year 2025),  Features Intersected: PAGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.423,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 57.7 metric tons,  Inventory Rating: 23.8 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $510,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $813,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031271,  Location: JCT I-81 + TIOUGHNIOGA R (Lat: 42.336128,  Lng: -75.978692),  Route carried "on" structure: Interstate 81,  Year Built: 1969,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 8,977 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 14,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.4 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: 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: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,285,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,049,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031272,  Location: JCT I-81 + TIOUGHNIOGA R (Lat: 42.336061,  Lng: -75.978497),  Route carried "on" structure: Interstate 81,  Year Built: 1969,  Status: Open,  Structure Length: 11.09m (36.38ft),  Average Daily Traffic: 8,977 (year 2006),  Truck Traffic: 24%,  Average Future Daily Traffic: 14,600 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: TIOUGHNIOGA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.459,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 35.9m (117.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 54.4 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: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.09m (36.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,285,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,049,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104035,  Location: 4.4 MI E JCT SH 206 & SH (Lat: 42.338450,  Lng: -75.888147),  Route carried "on" structure: State highway 206,  Year Built: 1996,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 2,396 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,272 (year 2027),  Design Load: HS 25,  Features Intersected: TICKNOR BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.548,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,285,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,049,000 ( 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: 104036,  Location: 4.7 MI E JCT RTS 206+26 (Lat: 42.339467,  Lng: -75.882700),  Route carried "on" structure: State highway 206,  Year Built: 1936,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 2,396 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,272 (year 2027),  Design Load: H 20,  Features Intersected: HALFWAY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.554,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.0m (32.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,285,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,049,000 ( 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: 334968,  Location: 0.1 MI WEST OF LISLE (Lat: 42.396689,  Lng: -75.959856),  Route carried "on" structure: County highway ,  Year Built: 1902,  Year Reconstructed: 1992,  Status: Posted for load,  Structure Length: 5.54m (18.18ft),  Average Daily Traffic: 365 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 432 (year 2025),  Features Intersected: OTSELIC RIVER,  Facility Carried by Structure: UPPER LISLE ROAD
Minimum Vertical Clearance: 4.21m (13.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.2m (13.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 55.4m (181.8ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 18.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of replacement,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 20.0 - 29.9% below),  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $928,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 334969,  Location: 3.0 MI NE WHITNEY POINT (Lat: 42.371014,  Lng: -75.935861),  Route carried "on" structure: County highway ,  Year Built: 1943,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 319 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 378 (year 2026),  Features Intersected: PAGE BROOK,  Facility Carried by Structure: PAGEBROOK ROAD
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),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 31.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $582,000,  Roadway Improvement Cost: $346,000,  Total Project Cost: $928,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33497,  Location: 3 MIL. E. OF KILLAWOG (Lat: 42.403375,  Lng: -75.974886),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 70 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 98 (year 2025),  Design Load: H 20,  Features Intersected: MERRILL CREEK,  Facility Carried by Structure: BASSETT RD
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),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 73.5 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $213,000,  Roadway Improvement Cost: $127,000,  Total Project Cost: $340,000 ( Estimate for 2007)

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Structure Number: 334972,  Location: 1.0 MI N OF WHITNEY POINT (Lat: 42.350533,  Lng: -75.970656),  Route carried "on" structure: Federal lands road ,  Year Built: 1969,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 317 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 442 (year 2019),  Features Intersected: PAGE BROOK,  Facility Carried by Structure: DORCHESTER PK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 77.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $278,000,  Roadway Improvement Cost: $165,000,  Total Project Cost: $443,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1008331,  Location: 1.3 MI N JCT RTS I-81+26 (Lat: 42.338478,  Lng: -75.978517),  Route carried "under" structure: US 11,  Year Built: 1969,  Structure Length: 4.41m (14.47ft),  Average Daily Traffic: 11,953 (year 2006),  Truck Traffic: 9%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 27.755,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)

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Structure Number: 1008332,  Location: 1.3 MI N JCT RTS I-81+26 (Lat: 42.338372,  Lng: -75.978286),  Route carried "under" structure: US 11,  Year Built: 1969,  Structure Length: 4.35m (14.27ft),  Average Daily Traffic: 11,953 (year 2006),  Truck Traffic: 9%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 27.739,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.1m (52.8ft)