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

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Structure Number: 100855,  Location: .8 MI S JCT US 11 & SH 49 (Lat: 43.274606,  Lng: -76.144417),  Route carried "on" structure: US 11,  Year Built: 1994,  Status: Open,  Structure Length: 10.33m (33.89ft),  Average Daily Traffic: 8,716 (year 2005),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,202 (year 2025),  Design Load: HS 25,  Features Intersected: CSX TRANSPRTATION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.939,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 78.9 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.33m (33.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $742,000,  Roadway Improvement Cost: $441,000,  Total Project Cost: $1,183,000 ( 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: 102616,  Location: 3.2 MI W JCT RTS 49 + 11 (Lat: 43.299083,  Lng: -76.207519),  Route carried "on" structure: State highway 49,  Year Built: 1933,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 4,542 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 5,026 (year 2026),  Design Load: HS 20,  Features Intersected: CAUGHDENOY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.665,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 8.3m (27.2ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 83.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $2,182,000,  Roadway Improvement Cost: $1,266,000,  Total Project Cost: $3,448,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102617,  Location: 0.2 MI W JCT RTS 49& I-81 (Lat: 43.285694,  Lng: -76.136397),  Route carried "on" structure: State highway 49,  Year Built: 1982,  Status: Open,  Structure Length: 5.27m (17.29ft),  Average Daily Traffic: 14,346 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,084 (year 2027),  Design Load: HS 20,  Features Intersected: LITTLE BAY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.995,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 75.3 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.27m (17.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,775,000,  Roadway Improvement Cost: $1,056,000,  Total Project Cost: $2,831,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102618,  Location: JCT OF RTS 49 + I-81 (Lat: 43.286300,  Lng: -76.125333),  Route carried "on" structure: State highway 49,  Year Built: 1960,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 15,280 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 16,909 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.309,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.88m (22.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $2,857,000,  Roadway Improvement Cost: $1,657,000,  Total Project Cost: $4,514,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031771,  Location: W MONROE @ ONEIDA LAKE (Lat: 43.241511,  Lng: -76.131275),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 18,270 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,578 (year 2027),  Design Load: HS 20,  Features Intersected: CR 37 - SWAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.405,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $843,000,  Total Project Cost: $2,261,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1031772,  Location: W MONROE @ ONEIDA LAKE (Lat: 43.241525,  Lng: -76.131044),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 18,270 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,578 (year 2027),  Design Load: HS 20,  Features Intersected: CR 37 - SWAMP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.405,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $843,000,  Total Project Cost: $2,261,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 103178,  Location: 1.1 MI N JCT I81 & SH 49 (Lat: 43.304828,  Lng: -76.126550),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 1,161 (year 1999),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,625 (year 2019),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: COUNTY ROAD 12
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: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.5m (60.7ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  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: 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.83m (28.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,418,000,  Roadway Improvement Cost: $843,000,  Total Project Cost: $2,261,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103179,  Location: 2.6 MI N JCT RTS 81I + 49 (Lat: 43.327753,  Lng: -76.124631),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 1,204 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,686 (year 2026),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: COUNTY ROAD 32
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 16.4m (53.8ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 42.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.80m (25.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,802,000,  Roadway Improvement Cost: $1,072,000,  Total Project Cost: $2,874,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031801,  Location: 2.9 MI N JCT RTS I81SB+49 (Lat: 43.330031,  Lng: -76.123844),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11,769 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,965 (year 2027),  Design Load: H 20,  Features Intersected: DYKEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 12.1m (39.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 72.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $396,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031802,  Location: 2.9 MI N JCT RTS I81NB+49 (Lat: 43.330044,  Lng: -76.123428),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 11,769 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,965 (year 2027),  Design Load: H 20,  Features Intersected: DYKEMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb-To-Curb Width: 12.1m (39.7ft)

Condition: Channel: Satisfactory,  Culverts: Very good,  Operating Rating: 72.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $248,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $396,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 103181,  Location: 1.9 MI S JCT I81 & SH 69 (Lat: 43.373800,  Lng: -76.122508),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 727 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 913 (year 2019),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: COUNTY ROAD 84
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 21.6m (70.9ft),  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: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,626,000,  Roadway Improvement Cost: $967,000,  Total Project Cost: $2,593,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031821,  Location: 1.8 MI S JCT RTS I81SB+69 (Lat: 43.377436,  Lng: -76.121786),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,769 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,965 (year 2027),  Design Load: H 20,  Features Intersected: LITTLE SALMON RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.9 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $426,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031822,  Location: 1.8 MI S JCT I81NB & SH69 (Lat: 43.377356,  Lng: -76.121381),  Route carried "on" structure: Interstate 81,  Year Built: 1960,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 11,769 (year 2007),  Truck Traffic: 23%,  Average Future Daily Traffic: 17,965 (year 2027),  Design Load: H 20,  Features Intersected: LITTLE SALMON RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.870,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 72.9 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $426,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220893,  Location: 3.2 MI SE OF PARISH (Lat: 43.368022,  Lng: -76.096786),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 7 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 9 (year 2019),  Features Intersected: S BR LIL SALMON R,  Facility Carried by Structure: NELLIS DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.6m (11.8ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 74.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  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: $135,000,  Roadway Improvement Cost: $80,000,  Total Project Cost: $215,000 ( Estimate for 2007)

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Structure Number: 320894,  Location: 2.0 MI S OF PARISH (Lat: 43.377669,  Lng: -76.119039),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 0.97m (3.18ft),  Average Daily Traffic: 461 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 579 (year 2021),  Features Intersected: CARLEY MILLS POND,  Facility Carried by Structure: WHITE 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),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 75.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.97m (3.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $192,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $306,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331354,  Location: 2.5 MI SW OF CENTRAL SQUA (Lat: 43.275239,  Lng: -76.191272),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1953,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 2,650 (year 1998),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,271 (year 2018),  Features Intersected: CAUGHDENOY CREEK,  Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 73.9 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $261,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331355,  Location: 3 MI NE OF CENTRAL SQUARE (Lat: 43.322686,  Lng: -76.116922),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,877 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,628 (year 2018),  Features Intersected: DYKEMAN CREEK,  Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $164,000,  Roadway Improvement Cost: $97,000,  Total Project Cost: $261,000 ( Estimate for 2007),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331356,  Location: 3 MI NE OF CENTRAL SQUARE (Lat: 43.322394,  Lng: -76.111483),  Route carried "on" structure: County highway ,  Year Built: 1996,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,605 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,247 (year 2018),  Features Intersected: BIG BAY CREEK,  Facility Carried by Structure: COUNTY ROAD 32
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: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.2m (13.8ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 74.5 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $205,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $327,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331359,  Location: 2 MI SOUTH OF PARISH (Lat: 43.377911,  Lng: -76.122981),  Route carried "on" structure: County highway ,  Year Built: 1958,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 317 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 398 (year 2019),  Design Load: HS 20,  Features Intersected: S B LIL SALMON RV,  Facility Carried by Structure: CARLEY MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 76.0 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.07m (3.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $117,000,  Total Project Cost: $313,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 33136,  Location: 2.8 MI SW OF CENTRAL SQ (Lat: 43.268114,  Lng: -76.195017),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1962,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,429 (year 2002),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,648 (year 2022),  Design Load: HS 20,  Features Intersected: CAUGHDENOY CREEK,  Facility Carried by Structure: COUNTY ROAD 37
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 2006,  Underwater Inspection Date: August 2005,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $94,000,  Total Project Cost: $252,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336046,  Location: 3.3 MI SW OF CENTRAL SQ (Lat: 43.270606,  Lng: -76.206325),  Route carried "on" structure: County highway ,  Year Built: 1900,  Status: Open,  Structure Length: 11.18m (36.68ft),  Average Daily Traffic: 1,275 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,471 (year 2020),  Features Intersected: ONEIDA RIVER,  Facility Carried by Structure: CAUGHDENOY ROAD
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: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 49.4 metric tons,  Inventory Rating: 18.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.18m (36.68ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,982,000,  Roadway Improvement Cost: $1,179,000,  Total Project Cost: $3,161,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4031761,  Location: 81I SB OVER ONEIDA LAKE (Lat: 43.238964,  Lng: -76.130594),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 14.53m (47.67ft),  Average Daily Traffic: 18,270 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,578 (year 2027),  Design Load: HS 20,  Features Intersected: NYS BARGE CANAL, ONEIDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.352,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 70.4m (231.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.3 metric tons,  Inventory Rating: 29.3 metric tons,  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: 14.53m (47.67ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $851,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4031762,  Location: 81I NB OVER ONEIDA LAKE (Lat: 43.238997,  Lng: -76.130406),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 14.53m (47.67ft),  Average Daily Traffic: 18,270 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,578 (year 2027),  Design Load: HS 20,  Features Intersected: NYS BARGE CANAL, ONEIDA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.352,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 10 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 70.4m (231.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 81.3 metric tons,  Inventory Rating: 29.3 metric tons,  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: 14.53m (47.67ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: July 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $534,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $851,000 ( Estimate for 2007),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 102618,  Location: JCT OF RTS 49 + I-81 (Lat: 43.286300,  Lng: -76.125333),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 6.88m (22.57ft),  Average Daily Traffic: 36,540 (year 2007),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: RTE 49
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 5.728,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 1031771,  Location: W MONROE @ ONEIDA LAKE (Lat: 43.241511,  Lng: -76.131275),  Route carried "under" structure: County highway ,  Year Built: 1959,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 3,045 (year 2006),  Truck Traffic: 4%,  Features Intersected: CR 37 - SWAMP RD,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.49m (14.73ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 1031772,  Location: W MONROE @ ONEIDA LAKE (Lat: 43.241525,  Lng: -76.131044),  Route carried "under" structure: County highway ,  Year Built: 1959,  Structure Length: 4.08m (13.39ft),  Average Daily Traffic: 3,045 (year 2006),  Truck Traffic: 4%,  Features Intersected: CR 37 - SWAMP RD,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 103178,  Location: 1.1 MI N JCT I81 & SH 49 (Lat: 43.304828,  Lng: -76.126550),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 8.83m (28.97ft),  Average Daily Traffic: 23,537 (year 2007),  Truck Traffic: 20%,  Features Intersected: RTE I81,  Facility Carried by Structure: COUNTY ROAD 12
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.782,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.5m (60.7ft)

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Structure Number: 103179,  Location: 2.6 MI N JCT RTS 81I + 49 (Lat: 43.327753,  Lng: -76.124631),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 7.80m (25.59ft),  Average Daily Traffic: 23,537 (year 2007),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: COUNTY ROAD 32
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 10.442,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.4m (53.8ft)

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Structure Number: 103181,  Location: 1.9 MI S JCT I81 & SH 69 (Lat: 43.373800,  Lng: -76.122508),  Route carried "under" structure: Interstate 81,  Year Built: 1960,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 23,537 (year 2007),  Truck Traffic: 23%,  Features Intersected: RTE I81,  Facility Carried by Structure: COUNTY ROAD 84
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 15.623,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.6m (70.9ft)