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

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Structure Number: 103143,  Location: 8 MILES N JCT I81 & SH 13 (Lat: 42.707042,  Lng: -76.149244),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 25,020 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 38,193 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: W B TIOUGHNIOGA R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.442,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 75.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $291,000,  Total Project Cost: $781,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031441,  Location: .5 MILE S EXIT 13 OF I81 (Lat: 42.734094,  Lng: -76.142378),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 12,510 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 19,097 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 108
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.427,  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: 14.3m (46.9ft),  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: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $1,475,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031442,  Location: .5 MILE S EXIT 13 OF I81 (Lat: 42.733894,  Lng: -76.141789),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1978,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 12,510 (year 2005),  Truck Traffic: 23%,  Average Future Daily Traffic: 19,097 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: COUNTY ROAD 108
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.427,  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: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $925,000,  Roadway Improvement Cost: $550,000,  Total Project Cost: $1,475,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103145,  Location: JCT RTS 281 + I-81 (Lat: 42.746456,  Lng: -76.137436),  Route carried "on" structure: State highway 281,  Year Built: 1966,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 3,198 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,948 (year 2025),  Design Load: HS 20,  Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.990,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 23.7m (77.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.45m (34.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $2,422,000,  Roadway Improvement Cost: $1,405,000,  Total Project Cost: $3,827,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031461,  Location: 0.5 MI N JCT I81 + SH 281 (Lat: 42.751617,  Lng: -76.136217),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 27,337 (year 2004),  Truck Traffic: 23%,  Average Future Daily Traffic: 41,730 (year 2024),  Design Load: HS 20+Mod,  Features Intersected: W BR TIOUGHNIOGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.983,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.9 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: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $258,000,  Roadway Improvement Cost: $153,000,  Total Project Cost: $411,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031462,  Location: 0.5 MI N JCT I81 & SH 281 (Lat: 42.751189,  Lng: -76.135789),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 12,717 (year 1999),  Truck Traffic: 23%,  Average Future Daily Traffic: 19,413 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: W BR TIOUGHNIOGA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.983,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 4 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.3m (10.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: Bituminous

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Structure Number: 103147,  Location: 1.4 MI N JCT RTS I-81+281 (Lat: 42.764186,  Lng: -76.131625),  Route carried "on" structure: County highway ,  Year Built: 1966,  Status: Open,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 143 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 180 (year 2019),  Design Load: HS 20+Mod,  Features Intersected: RTE I81,  Facility Carried by Structure: CROSSING 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: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 20.7m (67.9ft),  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: 10.7m (35.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.99m (29.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $2,083,000,  Roadway Improvement Cost: $1,208,000,  Total Project Cost: $3,291,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220746,  Location: 1.3 MI SE OF PREBLE (Lat: 42.718747,  Lng: -76.135331),  Route carried "on" structure: City street ,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 57 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 72 (year 2023),  Design Load: HS 25,  Features Intersected: W B TIOUGHNIOGA R,  Facility Carried by Structure: CLARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 68.0 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $171,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226317,  Location: 3.2 MILES NE OF PREBLE (Lat: 42.775803,  Lng: -76.127517),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 221 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 278 (year 2022),  Features Intersected: TULLY LAKE CREEK,  Facility Carried by Structure: SAULSBURY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $125,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $199,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331195,  Location: 1 MILE SE OF PREBLE (Lat: 42.732072,  Lng: -76.130814),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 469 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 541 (year 2019),  Features Intersected: WB TIOUGHNIOGA RV,  Facility Carried by Structure: COUNTY ROAD 108B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Satisfactory,  Culverts: Fair,  Operating Rating: 73.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.46m (4.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $288,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $459,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103145,  Location: JCT RTS 281 + I-81 (Lat: 42.746456,  Lng: -76.137436),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 25,020 (year 2005),  Truck Traffic: 23%,  Features Intersected: RTE I81
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 15.446,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 103147,  Location: 1.4 MI N JCT RTS I-81+281 (Lat: 42.764186,  Lng: -76.131625),  Route carried "under" structure: Interstate 81,  Year Built: 1966,  Structure Length: 8.99m (29.49ft),  Average Daily Traffic: 25,435 (year 1999),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: CROSSING ROAD
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 1.749,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)