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: 43.230442,  Lng: -75.088111),  Route carried "on" structure: State highway 28,  Year Built: 1996,  Status: Open,  Structure Length: 9.24m (30.31ft),  Average Daily Traffic: 2,216 (year 2020),  Truck Traffic: 22%,  Average Future Daily Traffic: 2,229 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: WEST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 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: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Excellent,  Substructure: Good,  Channel: Excellent,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum 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 2020,  Bridge Improvement Cost: $2,072,000,  Roadway Improvement Cost: $1,214,000,  Total Project Cost: $3,286,000 ( Estimate for 2021),  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: 43.140361,  Lng: -75.215394),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 9.14m (29.99ft),  Average Daily Traffic: 1,219 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,508 (year 2040),  Design Load: HS 20,  Features Intersected: 12 12 26043007 SB, RTE,  Facility Carried by Structure: MULANEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.274,  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-To-Curb Width: 15.1m (49.5ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 42.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.14m (29.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $2,443,000,  Roadway Improvement Cost: $1,430,000,  Total Project Cost: $3,873,000 ( Estimate for 2021),  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: 43.196739,  Lng: -75.166736),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 4,828 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,533 (year 2040),  Design Load: HS 20,  Features Intersected: CROOKED BROOK RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.339,  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-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $895,000,  Roadway Improvement Cost: $524,000,  Total Project Cost: $1,419,000 ( Estimate for 2021),  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: 43.196853,  Lng: -75.166281),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 4,828 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,533 (year 2040),  Design Load: HS 20,  Features Intersected: CROOKED BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.339,  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Meets minimum limits,  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 2021,  Bridge Improvement Cost: $774,000,  Roadway Improvement Cost: $453,000,  Total Project Cost: $1,226,000 ( Estimate for 2021),  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: 43.171642,  Lng: -75.184183),  Route carried "on" structure: County highway ,  Year Built: 1971,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.41m (27.59ft),  Average Daily Traffic: 208 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 291 (year 2037),  Design Load: HS 20,  Features Intersected: 12 12 26043036 NB, RTE,  Facility Carried by Structure: CR31 MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.901,  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-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.41m (27.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,714,000,  Roadway Improvement Cost: $1,004,000,  Total Project Cost: $2,718,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 109047,  Location: JCT OF S.H.8 & S.H.12 (Lat: 43.174872,  Lng: -75.181578),  Route carried "on" structure: Ramp State highway 8,  Year Built: 1971,  Status: Open,  Structure Length: 7.01m (23.00ft),  Truck Traffic: 10%,  Design Load: HS 20,  Features Intersected: 12NB 12 26043038, RTE 1
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 30 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-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.01m (23.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,117,000,  Roadway Improvement Cost: $1,239,000,  Total Project Cost: $3,356,000 ( Estimate for 2021),  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: 43.143878,  Lng: -75.212892),  Route carried "on" structure: State highway 921C,  Year Built: 1969,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 28,208 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 39,491 (year 2009),  Design Load: HS 20,  Features Intersected: 12 12 26043405 NB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.947,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  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-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.50m (31.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $2,337,000,  Roadway Improvement Cost: $1,368,000,  Total Project Cost: $3,705,000 ( Estimate for 2021),  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: 43.147533,  Lng: -75.211631),  Route carried "on" structure: Ramp State highway ,  Year Built: 1969,  Status: Open,  Structure Length: 9.51m (31.20ft),  Average Daily Traffic: 3,086 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,748 (year 2040),  Design Load: HS 20,  Features Intersected: 12 12 26043407, 12 12 26,  Facility Carried by Structure: GFN RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.333,  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-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable 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: September 2021,  Critical Feature Inspection Date: September 2021,  Bridge Improvement Cost: $2,554,000,  Roadway Improvement Cost: $1,495,000,  Total Project Cost: $4,049,000 ( Estimate for 2021),  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: 43.202714,  Lng: -75.116664),  Route carried "on" structure: State highway 8,  Year Built: 1928,  Year Reconstructed: 1960,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 3,141 (year 2020),  Truck Traffic: 20%,  Average Future Daily Traffic: 3,160 (year 2040),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.935,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  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: 11.8m (38.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 45.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 35.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $359,000,  Roadway Improvement Cost: $210,000,  Total Project Cost: $569,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 220565,  Location: 3 MILES NORTH OF UTICA (Lat: 43.210319,  Lng: -75.155936),  Route carried "on" structure: Other road ,  Year Built: 2014,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 65 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 91 (year 2039),  Design Load: HL 93,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CHEESE FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.335,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 38.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $522,000,  Roadway Improvement Cost: $306,000,  Total Project Cost: $827,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 220566,  Location: 3 MI N UTICA (Lat: 43.124950,  Lng: -75.205608),  Route carried "on" structure: Other road ,  Year Built: 1961,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,950 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,730 (year 2039),  Design Load: H 20,  Features Intersected: REALL CREEK,  Facility Carried by Structure: FIRE HOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  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: Poor,  Culverts: Fair,  Operating Rating: 72.8 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 29.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.06m (3.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $158,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $251,000 ( Estimate for 2021)

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Structure Number: 331056,  Location: 3.0 MI.E.OF RTE.8 & 12 (Lat: 43.207175,  Lng: -75.143497),  Route carried "on" structure: Other road ,  Year Built: 1949,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 175 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 245 (year 2039),  Design Load: H 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CROOKED BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.859,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 7.5m (24.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 23.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: July 2020,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $644,000 ( Estimate for 2021),  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: 43.207181,  Lng: -75.161694),  Route carried "on" structure: Other road ,  Year Built: 2004,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 65 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 91 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CHEESE FACTORY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.628,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 21.9m (71.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Excellent,  Channel: Good,  Inventory Rating: 82.6 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $680,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 107272,  Location: 3MI.SO.INT.RTES 12+8 (Lat: 43.140361,  Lng: -75.215394),  Route carried "under" structure: State highway 12,  Year Built: 1983,  Structure Length: 0. m,  Average Daily Traffic: 12,560 (year 2000),  Features Intersected: 12 12 26043007 SB, RTE,  Facility Carried by Structure: MULANEY ROAD
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 38.487,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.2m (164.7ft)

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Structure Number: 1090381,  Location: 6.1 MI N JCT RTS 12 & 49 (Lat: 43.196739,  Lng: -75.166736),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: CROOKED BROOK RD.,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 2.446,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.9m (94.8ft)

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Structure Number: 1090382,  Location: 6.1 MI N JCT RTS 12 & 49 (Lat: 43.196853,  Lng: -75.166281),  Route carried "under" structure: County highway ,  Year Built: 1971,  Structure Length: 0. m,  Features Intersected: CROOKED BROOK RD,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 109046,  Location: 4.2 MI N JCT SH12 & SH49 (Lat: 43.171642,  Lng: -75.184183),  Route carried "under" structure: State highway 12,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 13,740 (year 2000),  Features Intersected: 12 12 26043036 NB, RTE,  Facility Carried by Structure: CR31 MILLER ROAD
Minimum Vertical Clearance: 6.32m (20.73ft),  Kilometerpoint: 50.684,  Lanes on structure: 2,  Lanes under structure: 4,  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: 43.174872,  Lng: -75.181578),  Route carried "under" structure: State highway 12,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 1972),  Features Intersected: 12NB 12 26043038, RTE 1,  Facility Carried by Structure: RTE 8
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 6.935,  Lanes on structure: 2,  Lanes under structure: 3,  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: 43.143878,  Lng: -75.212892),  Route carried "under" structure: State highway 12,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 12,560 (year 2000),  Features Intersected: 12 12 26043405 NB, RTE,  Facility Carried by Structure: RTE 921C
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 1.673,  Lanes on structure: 2,  Lanes under structure: 2,  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: 43.147533,  Lng: -75.211631),  Route carried "under" structure: State highway 12,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 11,123 (year 2000),  Features Intersected: 12 12 26043407, 12 12 26,  Facility Carried by Structure: GFN RAMP
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 2.076,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 49.9m (163.7ft)