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

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Structure Number: 105374,  Location: 0.1 MI N JCT RTS 28 & 8 (Lat: 43.230581,  Lng: -75.088658),  Route carried "on" structure: State highway 28,  Year Built: 1996,  Status: Open,  Structure Length: 9.23m (30.28ft),  Average Daily Traffic: 1,997 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,269 (year 2027),  Design Load: HS 25,  Features Intersected: WEST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.228,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.4m (149.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.23m (30.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $344,000,  Roadway Improvement Cost: $205,000,  Total Project Cost: $549,000 ( 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: 107272,  Location: 3MI.SO.INT.RTES 12+8 (Lat: 43.140519,  Lng: -75.215372),  Route carried "on" structure: City street ,  Year Built: 1983,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 3,482 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,336 (year 2018),  Design Load: HS 20,  Features Intersected: RTE 12, S.B. SERVICE ROA,  Facility Carried by Structure: MULANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.2m (164.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.0m (49.2ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 73.5 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.05m (29.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $1,101,000,  Roadway Improvement Cost: $655,000,  Total Project Cost: $1,756,000 ( 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: 1090381,  Location: 6.1 MI N JCT RTS 12 & 49 (Lat: 43.196900,  Lng: -75.166228),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 5,688 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,600 (year 2025),  Design Load: HS 20,  Features Intersected: CROOKED BROOK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.187,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 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,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $464,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1090382,  Location: 6.1 MI N JCT RTS 12 & 49 (Lat: 43.196772,  Lng: -75.166719),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 5,688 (year 2005),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,600 (year 2025),  Design Load: HS 20,  Features Intersected: CROOKED BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.187,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 1,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  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: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.83m (9.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $291,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $464,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109046,  Location: 4.2 MI N JCT SH12 & SH49 (Lat: 43.171586,  Lng: -75.184058),  Route carried "on" structure: County highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 219 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 272 (year 2015),  Design Load: HS 20,  Features Intersected: RTE 12,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 7,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.1m (144.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Fair,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable 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: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $499,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 109047,  Location: JCT OF S.H.8 & S.H.12 (Lat: 43.174725,  Lng: -75.181497),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1971,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,759 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 4,272 (year 2026),  Design Load: HS 20,  Features Intersected: RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.994,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $499,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109048,  Location: 1.6 MI N JCT RTS 12 & 49 (Lat: 43.147361,  Lng: -75.211433),  Route carried "on" structure: State highway 921C,  Year Built: 1969,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 28,208 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 34,453 (year 2009),  Design Load: HS 20,  Features Intersected: RTE 12
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 162.847,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.9m (163.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Satisfactory,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $499,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109049,  Location: 2 MI N JCT S.H.12 & SH 49 (Lat: 43.147658,  Lng: -75.211661),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 3,476 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,310 (year 2017),  Design Load: HS 20,  Features Intersected: RTE 12,  Facility Carried by Structure: GFN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 49.9m (163.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Critical Feature Inspection Date: November 2007,  Bridge Improvement Cost: $313,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $499,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109427,  Location: 25MI S JCT RTS 8+28 (Lat: 43.202881,  Lng: -75.116644),  Route carried "on" structure: State highway 8,  Year Built: 1928,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 3,156 (year 2005),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,586 (year 2025),  Design Load: H 15,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.317,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.0m (19.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Critical Feature Inspection Date: May 2007,  Bridge Improvement Cost: $1,285,000,  Roadway Improvement Cost: $764,000,  Total Project Cost: $2,049,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220565,  Location: 3 MILES NORTH OF UTICA (Lat: 43.210331,  Lng: -75.155894),  Route carried "on" structure: City street ,  Year Built: 1940,  Year Reconstructed: 1973,  Status: Posted for load,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 71 (year 1995),  Truck Traffic: 5%,  Average Future Daily Traffic: 88 (year 2015),  Features Intersected: NINEMILE CREEK,  Facility Carried by Structure: CHEESE FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.3m (10.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Serious,  Channel: Fair,  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: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 0.88m (2.89ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $105,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $167,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220566,  Location: 3 MI N UTICA (Lat: 43.124706,  Lng: -75.205392),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,374 (year 1998),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,944 (year 2018),  Design Load: H 20,  Features Intersected: REALL CREEK,  Facility Carried by Structure: FIRE HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 71.9 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $250,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $399,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 226324,  Location: 7 MI NE JCT SH8 & SH12 (Lat: 43.219200,  Lng: -75.131642),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 202 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2027),  Features Intersected: CROOKED BRK CREEK,  Facility Carried by Structure: CROOKED BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.1m (16.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Serious,  Operating Rating: 73.3 metric tons,  Inventory Rating: 13.0 metric tons,  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $203,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331056,  Location: 3.0 MI.E.OF RTE.8 & 12 (Lat: 43.207186,  Lng: -75.143608),  Route carried "on" structure: City street ,  Year Built: 1949,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 202 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 250 (year 2027),  Design Load: H 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CROOKED BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Poor,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Equal to present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $154,000,  Total Project Cost: $413,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331057,  Location: 7 MI N UTICA (Lat: 43.207289,  Lng: -75.161714),  Route carried "on" structure: City street ,  Year Built: 2004,  Status: Open,  Structure Length: 2.30m (7.55ft),  Average Daily Traffic: 100 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 124 (year 2021),  Design Load: HS 25,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CHEESE FACTORY RD
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.0m (68.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 65.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $453,000,  Roadway Improvement Cost: $269,000,  Total Project Cost: $722,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 107272,  Location: 3MI.SO.INT.RTES 12+8 (Lat: 43.140519,  Lng: -75.215372),  Route carried "under" structure: State highway 12,  Year Built: 1983,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 10,385 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12, S.B. SERVICE ROA,  Facility Carried by Structure: MULANEY ROAD
Minimum Vertical Clearance: 5.02m (16.47ft),  Kilometerpoint: 1.255,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.2m (164.7ft)

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Structure Number: 107272,  Location: 3MI.SO.INT.RTES 12+8 (Lat: 43.140519,  Lng: -75.215372),  Route carried "under" structure: Ramp Other road ,  Year Built: 1983,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 1 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 12, S.B. SERVICE ROA,  Facility Carried by Structure: MULANEY ROAD
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.2m (164.7ft)

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Structure Number: 109046,  Location: 4.2 MI N JCT SH12 & SH49 (Lat: 43.171586,  Lng: -75.184058),  Route carried "under" structure: State highway 12,  Year Built: 1971,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 15,100 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 12,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 6.15m (20.18ft),  Kilometerpoint: 6.034,  Lanes on structure: 2,  Lanes under structure: 7,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.1m (144.7ft)

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Structure Number: 109047,  Location: JCT OF S.H.8 & S.H.12 (Lat: 43.174725,  Lng: -75.181497),  Route carried "under" structure: State highway 12,  Year Built: 1971,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,800 (year 1972),  Truck Traffic: 10%,  Features Intersected: RTE 12,  Facility Carried by Structure: RTE 8
Minimum Vertical Clearance: 4.59m (15.06ft),  Kilometerpoint: 489.635,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.1m (111.9ft)

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Structure Number: 109048,  Location: 1.6 MI N JCT RTS 12 & 49 (Lat: 43.147361,  Lng: -75.211433),  Route carried "under" structure: State highway 12,  Year Built: 1969,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 12,021 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12,  Facility Carried by Structure: RTE 921C
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 2.092,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.9m (163.7ft)

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Structure Number: 109049,  Location: 2 MI N JCT S.H.12 & SH 49 (Lat: 43.147658,  Lng: -75.211661),  Route carried "under" structure: State highway 12,  Year Built: 1969,  Structure Length: 9.50m (31.17ft),  Average Daily Traffic: 15,100 (year 2007),  Truck Traffic: 7%,  Features Intersected: RTE 12,  Facility Carried by Structure: GFN RAMP
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 2.124,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.9m (163.7ft)