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

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Structure Number: 1009459,  Location: 1.4 MI S JCT SH 12 & SH2 (Lat: 43.237506,  Lng: -75.182014),  Route carried "on" structure: State highway 12,  Year Built: 1948,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 9,655 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,413 (year 2040),  Design Load: HS 20,  Features Intersected: NINEMILE FDR CANL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.102,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 76.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $243,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $385,000 ( Estimate for 2021)

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Structure Number: 1009489,  Location: 1.1MI N JCT SH 12 & SH28 (Lat: 43.275717,  Lng: -75.183606),  Route carried "on" structure: State highway 12,  Year Built: 2008,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 9,530 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,279 (year 2040),  Design Load: HL 93,  Features Intersected: CINCINNATI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.334,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.0m (88.6ft),  Curb-To-Curb Width: 21.3m (69.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Inventory Rating: 74.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.74m (8.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $1,151,000,  Roadway Improvement Cost: $674,000,  Total Project Cost: $1,824,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 1009499,  Location: 1.3 MI N JCT SH 12 & SH28 (Lat: 43.276961,  Lng: -75.183400),  Route carried "on" structure: State highway 12,  Year Built: 2008,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 9,530 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,279 (year 2040),  Design Load: HL 93,  Features Intersected: PARKER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.462,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.6m (70.9ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 21.6m (70.9ft),  Out-to-Out Width: 40.2m (131.9ft)

Condition: Superstructure: Good,  Substructure: Good,  Structural Evaluation: Better than 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: 1.21m (3.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $2,982,000,  Roadway Improvement Cost: $1,746,000,  Total Project Cost: $4,729,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1009509,  Location: 1.8 MI N JCT RTS 28 & 12 (Lat: 43.285406,  Lng: -75.183158),  Route carried "on" structure: State highway 12,  Year Built: 2007,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 9,530 (year 2020),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,279 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 365
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.412,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.0m (78.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 30.2m (99.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $2,319,000,  Roadway Improvement Cost: $1,358,000,  Total Project Cost: $3,676,000 ( 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: 102017,  Location: 3.0 MI NW JCT RTS 8 & 28 (Lat: 43.249556,  Lng: -75.137783),  Route carried "on" structure: State highway 28,  Year Built: 1981,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 1,974 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,986 (year 2040),  Design Load: HS 20,  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: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 43.5m (142.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Inventory Rating: 63.5 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.86m (29.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $2,233,000,  Roadway Improvement Cost: $1,307,000,  Total Project Cost: $3,540,000 ( 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: 102019,  Location: 2 MI E JCT RTS 28 & 12 (Lat: 43.246239,  Lng: -75.154700),  Route carried "on" structure: State highway 28,  Year Built: 1999,  Status: Open,  Structure Length: 5.06m (16.60ft),  Average Daily Traffic: 1,974 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,986 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CINCINNATI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.480,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 48.8m (160.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 89.8 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.05m (16.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $1,424,000,  Roadway Improvement Cost: $834,000,  Total Project Cost: $2,258,000 ( 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: 10202,  Location: .5 MI E JCT RTS 12 & 28 (Lat: 43.259994,  Lng: -75.176083),  Route carried "on" structure: State highway 28,  Year Built: 1937,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,974 (year 2020),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,986 (year 2040),  Design Load: HS 20,  Features Intersected: CINCINNATI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.023,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 29.0 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: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Bridge Improvement Cost: $706,000,  Roadway Improvement Cost: $413,000,  Total Project Cost: $1,119,000 ( 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: 105204,  Location: 04MI N JCT RTS 365+12 (Lat: 43.287950,  Lng: -75.175428),  Route carried "on" structure: State highway 365,  Year Built: 1955,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 3,213 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,351 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CINCINNATI CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 48.415,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 81.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $504,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1090401,  Location: 7 MI N JCT RTS 12 & 49 (Lat: 43.208106,  Lng: -75.171603),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,828 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,533 (year 2040),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.659,  Lanes on 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: 29.8m (97.8ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $765,000,  Roadway Improvement Cost: $448,000,  Total Project Cost: $1,213,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1090402,  Location: 7 MI N JCT RTS 12 & 49 (Lat: 43.208228,  Lng: -75.171164),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 4,828 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,533 (year 2040),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.659,  Lanes on 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: 32.6m (107.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $841,000,  Roadway Improvement Cost: $493,000,  Total Project Cost: $1,334,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1090421,  Location: 7.8 MI N JCT SH 12 & SH49 (Lat: 43.221986,  Lng: -75.176336),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 4,828 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,533 (year 2040),  Design Load: HS 20,  Features Intersected: PUTNAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.251,  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: 38.1m (125.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 81.6 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: Better than 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: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $1,037,000,  Roadway Improvement Cost: $607,000,  Total Project Cost: $1,644,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1090422,  Location: 7.8 MI N JCT SH 12 & SH49 (Lat: 43.222042,  Lng: -75.175875),  Route carried "on" structure: State highway 12,  Year Built: 1971,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 4,828 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 7,533 (year 2040),  Design Load: HS 20,  Features Intersected: PUTNAM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 49.251,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 86.2 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: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $1,037,000,  Roadway Improvement Cost: $607,000,  Total Project Cost: $1,644,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 220596,  Location: .2 MI W SH12 AT BARNEVELD (Lat: 43.272883,  Lng: -75.187258),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 454 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 636 (year 2036),  Design Load: H 15,  Features Intersected: CINCINNATI CREEK,  Facility Carried by Structure: CR56 OLD POLAND RO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 18.5 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: 14.3 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Bridge Improvement Cost: $600,000,  Roadway Improvement Cost: $351,000,  Total Project Cost: $952,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 2206,  Location: AT HOLLAND PATENT (Lat: 43.228556,  Lng: -75.266317),  Route carried "on" structure: Other road ,  Year Built: 1933,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 287 (year 2019),  Truck Traffic: 4%,  Average Future Daily Traffic: 402 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 6.6m (21.7ft),  Out-to-Out Width: 6.8m (22.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Fair,  Channel: Poor,  Operating Rating: 66.2 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $376,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $596,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220601,  Location: 3.5 MILES SW OF BARNEVELD (Lat: 43.221325,  Lng: -75.208103),  Route carried "on" structure: Other road ,  Year Built: 1920,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 32 (year 2018),  Truck Traffic: 26%,  Average Future Daily Traffic: 45 (year 2038),  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: HOFFMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $333,000,  Roadway Improvement Cost: $195,000,  Total Project Cost: $528,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220602,  Location: 2 MILES NORTH BARNEVELD (Lat: 43.295525,  Lng: -75.181839),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 45 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 63 (year 2037),  Features Intersected: CINCINNATI CREEK,  Facility Carried by Structure: TAYLOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 4.9m (16.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.6 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: 37.3 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $133,000,  Roadway Improvement Cost: $78,000,  Total Project Cost: $211,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 220603,  Location: 3 MI N BARNEVELD (Lat: 43.308803,  Lng: -75.184233),  Route carried "on" structure: Other road ,  Year Built: 1999,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 51 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 71 (year 2036),  Features Intersected: CINCINNATI CREEK,  Facility Carried by Structure: PROSPECT JUNCTION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 5.4m (17.7ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Fair,  Channel: Fair,  Operating Rating: 56.7 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: 42.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $163,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $259,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 220606,  Location: 2 MILES NE OF BARNEVELD (Lat: 43.284225,  Lng: -75.170244),  Route carried "on" structure: Other road ,  Year Built: 1880,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 81 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 113 (year 2036),  Features Intersected: CINCINNATI CREEK,  Facility Carried by Structure: PARKER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 50.8 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: High priority of replacement,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $733,000 ( Estimate for 2021)

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Structure Number: 331105,  Location: 2.4 Mi East of Holland Pa (Lat: 43.230511,  Lng: -75.239056),  Route carried "on" structure: County highway ,  Year Built: 1957,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 785 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,099 (year 2036),  Design Load: H 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CR36 GLASS FACTORY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.429,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.3 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: 28.2 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: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $490,000,  Roadway Improvement Cost: $287,000,  Total Project Cost: $777,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 331106,  Location: 3.5 MI SW OF BARNEVELD (Lat: 43.236211,  Lng: -75.253194),  Route carried "on" structure: County highway ,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 1,009 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,413 (year 2036),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CR38 FOX ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.270,  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: 24.3m (79.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $514,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $816,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 331107,  Location: 1 MI SW HINKLEY RESERVOIR (Lat: 43.303078,  Lng: -75.146797),  Route carried "on" structure: County highway ,  Year Built: 1998,  Status: Open,  Structure Length: 5.55m (18.21ft),  Truck Traffic: 10%,  Design Load: HS 25 or greater,  Features Intersected: WEST CANADA CREEK,  Facility Carried by Structure: CR15 SOUTH STATE S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Wood or Timber,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 40.5m (132.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.54m (18.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $2,340,000,  Roadway Improvement Cost: $1,370,000,  Total Project Cost: $3,710,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 331108,  Location: 2.5 MI NW OF BARNEVELD (Lat: 43.289181,  Lng: -75.223942),  Route carried "on" structure: County highway ,  Year Built: 1969,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 300 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 420 (year 2036),  Design Load: H 20,  Features Intersected: STEUBEN CREEK,  Facility Carried by Structure: CR 56 STEUBEN VALL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.232,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $378,000,  Roadway Improvement Cost: $221,000,  Total Project Cost: $599,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331109,  Location: .3 MI S INT SH12 & PUTMN (Lat: 43.215861,  Lng: -75.179433),  Route carried "on" structure: County highway ,  Year Built: 2005,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 889 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 927 (year 2040),  Design Load: HS 20,  Features Intersected: NINE MILE CREEK,  Facility Carried by Structure: CR 91 TRENTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.166,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.0m (154.2ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.75m (15.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $949,000,  Roadway Improvement Cost: $556,000,  Total Project Cost: $1,505,000 ( 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: 33701,  Location: IN HOLLAND PATENT (Lat: 43.237664,  Lng: -75.246444),  Route carried "on" structure: County highway ,  Year Built: 1935,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,172 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,641 (year 2040),  Design Load: HL 93,  Features Intersected: BEAVER CREEK,  Facility Carried by Structure: CR35 POWELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 6.7m (22.0ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 63.5 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: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $424,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 442614,  Location: 0.6 MI SE RTE 12 (Lat: 43.261633,  Lng: -75.169825),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 379 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 531 (year 2037),  Design Load: HS 20,  Features Intersected: NINE MILE FEEDER,  Facility Carried by Structure: OLD POLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.204,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 44.5 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $265,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1009499,  Location: 1.3 MI N JCT SH 12 & SH28 (Lat: 43.276961,  Lng: -75.183400),  Route carried "under" structure: Alternate Other road ,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: PARKER HOLLOW RD,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 1009509,  Location: 1.8 MI N JCT RTS 28 & 12 (Lat: 43.285406,  Lng: -75.183158),  Route carried "under" structure: State highway 365,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 4,020 (year 2003),  Features Intersected: RTE 365,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 47.803,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.0m (78.7ft)

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Structure Number: 1090421,  Location: 7.8 MI N JCT SH 12 & SH49 (Lat: 43.221986,  Lng: -75.176336),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2010),  Truck Traffic: 4%,  Features Intersected: PUTNAM ROAD,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 1090422,  Location: 7.8 MI N JCT SH 12 & SH49 (Lat: 43.222042,  Lng: -75.175875),  Route carried "under" structure: Other road ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 224 (year 2010),  Truck Traffic: 4%,  Features Intersected: PUTNAM ROAD,  Facility Carried by Structure: RTE 12
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 700946,  Location: .5 MI N JCT SH 12 & SH 2 (Lat: 43.263139,  Lng: -75.185408),  Route carried "under" structure: State highway 12,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 13,089 (year 2012),  Features Intersected: RTE 12,  Facility Carried by Structure: MOHAWK ADIR & NO R
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 28.576,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 23.7m (77.8ft)

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Structure Number: 705382,  Location: .4 MI N JCT SH 12 & SH36 (Lat: 43.289589,  Lng: -75.173325),  Route carried "under" structure: State highway 365,  Year Built: 1931,  Structure Length: 0. m,  Average Daily Traffic: 2,400 (year 1971),  Features Intersected: RTE 365,  Facility Carried by Structure: MOHAWK ADIR & NO
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.4m (40.7ft)