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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 112ft / 33.7mTotal length
  • $25,602,000Total costs
  • 52,030Total average daily traffic
  • 2,097Total average daily truck traffic
  • 61,765Total future (year 2038) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Woodstock
  • No street view available for this location

New bridges in Woodstock, NY - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 71930-1939
  • 11940-1949
  • 11960-1969
  • 11970-1979
  • 11980-1989
  • 41990-1999
  • 32010-2019
Reconstructed bridges in Woodstock, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 31990-1999
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in Woodstock, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 15.8%Very good
  • 15.8%Good
  • 31.6%Satisfactory
  • 21.1%Fair
  • 15.8%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 21.1%Very good
  • 10.5%Good
  • 26.3%Satisfactory
  • 21.1%Fair
  • 21.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 5.3%Very good
  • 21.1%Good
  • 47.4%Satisfactory
  • 21.1%Fair
  • 5.3%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 21.1%Good
  • 47.4%Satisfactory
  • 26.3%Fair
  • 5.3%Poor
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Structure Number: 104103,  Location: 6.2 MI E JCT RTS 212&28 (Lat: 42.069494,  Lng: -74.195039),  Route carried "on" structure: State highway 212,  Year Built: 1981,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 1,272 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,326 (year 2040),  Design Load: HS 20,  Features Intersected: MINK HOLLOW CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.815,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 82.6 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.01m (9.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,343,000,  Roadway Improvement Cost: $786,000,  Total Project Cost: $2,129,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 104104,  Location: 3.7 MI W JCT RTS 212+375 (Lat: 42.059122,  Lng: -74.158997),  Route carried "on" structure: State highway 212,  Year Built: 1935,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 1,272 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,326 (year 2040),  Design Load: HS 20,  Features Intersected: SAW KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.387,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.1m (52.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 21.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $969,000,  Roadway Improvement Cost: $568,000,  Total Project Cost: $1,537,000 ( 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: 104105,  Location: 2.9 MI W JCT RTS 212&375 (Lat: 42.047503,  Lng: -74.158517),  Route carried "on" structure: State highway 212,  Year Built: 1991,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,272 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,326 (year 2040),  Design Load: HS 20,  Features Intersected: SAWKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 62.2 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: 48.3 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: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $849,000,  Roadway Improvement Cost: $497,000,  Total Project Cost: $1,346,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 104106,  Location: 2.3 MI W JCT RTS 212& 375 (Lat: 42.040708,  Lng: -74.154814),  Route carried "on" structure: State highway 212,  Year Built: 1996,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 4,773 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,979 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: SAW KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.543,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 67.1 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,494,000,  Roadway Improvement Cost: $875,000,  Total Project Cost: $2,369,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 104107,  Location: 1.1 MI W JCT RTS 212+375 (Lat: 42.040464,  Lng: -74.130750),  Route carried "on" structure: State highway 212,  Year Built: 1935,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 4,773 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,905 (year 2040),  Design Load: H 20,  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.538,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $539,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104108,  Location: 1.0 MI W JCT RTS 212+375 (Lat: 42.040406,  Lng: -74.127828),  Route carried "on" structure: State highway 212,  Year Built: 1935,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,773 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,905 (year 2040),  Design Load: H 20,  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.779,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $418,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $663,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104109,  Location: 0.6 MI W JCT RTS 212+375 (Lat: 42.040297,  Lng: -74.122122),  Route carried "on" structure: State highway 212,  Year Built: 1930,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,773 (year 2018),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,905 (year 2040),  Design Load: H 20,  Features Intersected: TANNERY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.246,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $530,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104111,  Location: 0.1 MI W JCT RTS 212+375 (Lat: 42.038153,  Lng: -74.112681),  Route carried "on" structure: State highway 212,  Year Built: 1935,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 9,670 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 11,964 (year 2040),  Design Load: H 20,  Features Intersected: TRIBUTARY TO SAW KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.163,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $311,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $494,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104112,  Location: 0.5 MI E JCT RTS 212+375 (Lat: 42.041481,  Lng: -74.084058),  Route carried "on" structure: State highway 212,  Year Built: 1936,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 4,893 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,104 (year 2040),  Design Load: H 20,  Features Intersected: BAUMGARTEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.705,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $268,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $426,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104696,  Location: JCT RTS 375 & 212 (Lat: 42.036669,  Lng: -74.110939),  Route carried "on" structure: State highway 375,  Year Built: 1991,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 8,238 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,192 (year 2040),  Design Load: HS 20,  Features Intersected: SAW KILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.586,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: High priority of corrective action,  Length Of Structure Improvement: 2.52m (8.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,031,000,  Roadway Improvement Cost: $1,189,000,  Total Project Cost: $3,220,000 ( 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: 222483,  Location: .9 MI SE OF WOODSTOCK (Lat: 42.034225,  Lng: -74.104386),  Route carried "on" structure: Other road ,  Year Built: 1979,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 184 (year 2018),  Truck Traffic: 1%,  Average Future Daily Traffic: 258 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SAW KILL,  Facility Carried by Structure: CHESTNUT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.322,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.9m (19.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $542,000,  Roadway Improvement Cost: $317,000,  Total Project Cost: $859,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222484,  Location: 1.2 MI SW OF WOODSTOCK (Lat: 42.035253,  Lng: -74.147175),  Route carried "on" structure: Other road ,  Year Built: 1996,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 322 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 451 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SAW KILL,  Facility Carried by Structure: YERRY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.9m (94.8ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 62.6 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: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.95m (9.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Bridge Improvement Cost: $2,066,000,  Roadway Improvement Cost: $1,210,000,  Total Project Cost: $3,276,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other
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Structure Number: 222486,  Location: North of Glasco Turnpike (Lat: 42.067378,  Lng: -74.160333),  Route carried "on" structure: ServiceOther road ,  Year Built: 2016,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 172 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 241 (year 2038),  Design Load: HS 25 or greater,  Features Intersected: SAW KILL,  Facility Carried by Structure: MCDANIEL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: Town or Township 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: 16.2m (53.1ft),  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 6.1m (20.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.8 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: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $657,000,  Roadway Improvement Cost: $385,000,  Total Project Cost: $1,041,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Galvanized Reinforcing
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Structure Number: 222488,  Location: 1.1 MI N OF LAKE HILL (Lat: 42.082944,  Lng: -74.182108),  Route carried "on" structure: ServiceOther road ,  Year Built: 1920,  Year Reconstructed: 1980,  Status: Closed,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 167 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 234 (year 2040),  Features Intersected: BEAVER KILL,  Facility Carried by Structure: MINK HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.995,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  Waterway Adequacy: Superior to present desirable criteria,  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: 1.64m (5.38ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $401,000,  Roadway Improvement Cost: $235,000,  Total Project Cost: $637,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222488T,  Location: 1.1 Mi N of Lake rd. (Lat: 42.082867,  Lng: -74.182303),  Route carried "on" structure: ServiceOther road ,  Year Built: 2019,  Status: Temporarily open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 167 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 234 (year 2040),  Features Intersected: Beaver Kill,  Facility Carried by Structure: MINK HOLLOW RD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 1.995,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  Curb-To-Curb Width: 4.0m (13.1ft),  Out-to-Out Width: 4.5m (14.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.62m (8.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $406,000,  Roadway Improvement Cost: $238,000,  Total Project Cost: $643,000 ( Estimate for 2021),  Deck Structure Type: Open Grating,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 226296,  Location: 1.6 MI N OF LAKE HILL (Lat: 42.089917,  Lng: -74.175172),  Route carried "on" structure: Other road ,  Year Built: 2012,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 13 (year 2018),  Truck Traffic: 8%,  Average Future Daily Traffic: 18 (year 2038),  Design Load: H 20,  Features Intersected: MINK HOLLOW CREEK,  Facility Carried by Structure: VAN HOAGLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 60.1 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.16m (7.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Critical Feature Inspection Date: June 2020,  Bridge Improvement Cost: $1,458,000,  Roadway Improvement Cost: $854,000,  Total Project Cost: $2,312,000 ( Estimate for 2021),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334651,  Location: 1.5 MI E OF WOODSTOCK (Lat: 42.037619,  Lng: -74.085428),  Route carried "on" structure: County highway ,  Year Built: 1931,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 2,452 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,433 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: SAW KILL,  Facility Carried by Structure: COUNTY ROAD 30
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.696,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  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: 7.9m (25.9ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 32.7 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: 25.3 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $795,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $1,261,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334729,  Location: AT WOODSTOCK (Lat: 42.038583,  Lng: -74.118067),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 1,422 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,482 (year 2040),  Design Load: HS 20,  Features Intersected: TANNERY BROOK,  Facility Carried by Structure: TANNERY BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.342,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: 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: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $667,000,  Roadway Improvement Cost: $391,000,  Total Project Cost: $1,058,000 ( Estimate for 2021),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334771,  Location: AT WOODSTOCK (Lat: 42.037089,  Lng: -74.118817),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 1,422 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,482 (year 2040),  Design Load: HS 20,  Features Intersected: SAW KILL,  Facility Carried by Structure: TANNERY BROOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.149,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.9m (58.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 52.2 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: 40.2 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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: High priority of corrective action,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $796,000,  Roadway Improvement Cost: $466,000,  Total Project Cost: $1,262,000 ( Estimate for 2021),  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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