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


  • National Bridge Inventory (NBI) Statistics
  • 24Number of bridges
  • 253ft / 76.7mTotal length
  • $35,454,000Total costs
  • 54,999Total average daily traffic
  • 11,216Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Chesterfield
  • No street view available for this location

New bridges in Chesterfield, NY - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11950-1959
  • 101960-1969
  • 11980-1989
  • 21990-1999
  • 52000-2009
  • 42010-2019
Reconstructed bridges in Chesterfield, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 12000-2009
  • 12010-2019
  • 22020-2022
Average Bridge Daily Traffic in Chesterfield, NY
Average Bridge Truck Traffic in Chesterfield, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 38.5%Excellent
  • 15.4%Very good
  • 30.8%Good
  • 15.4%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 20.0%Excellent
  • 46.7%Very good
  • 33.3%Good
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.0%Excellent
  • 33.3%Very good
  • 33.3%Good
  • 13.3%Satisfactory
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 40.0%Very good
  • 20.0%Good
  • 10.0%Satisfactory
  • 30.0%Fair
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 1005911,  Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.412781,  Lng: -73.497239),  Route carried "on" structure: Interstate 87,  Year Built: 2014,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 4,405 (year 2005),  Truck Traffic: 29%,  Average Future Daily Traffic: 4,274 (year 2035),  Design Load: HL 93,  Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.896,  Lanes on structure: 2,  Lanes under 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: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 98.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $1,820,000,  Roadway Improvement Cost: $1,066,000,  Total Project Cost: $2,886,000 ( 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: 1005912,  Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.413097,  Lng: -73.496983),  Route carried "on" structure: Interstate 87,  Year Built: 2015,  Status: Open,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 2,768 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 3,296 (year 2040),  Design Load: HL 93,  Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 82.896,  Lanes on structure: 2,  Lanes under 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: 42.7m (140.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 4.48m (14.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $2,281,000,  Roadway Improvement Cost: $1,336,000,  Total Project Cost: $3,617,000 ( 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: 100592,  Location: 2.5 MI N JCT RTS 22 & I87 (Lat: 44.478444,  Lng: -73.486875),  Route carried "on" structure: US 9,  Year Built: 1929,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 1,460 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,523 (year 2040),  Features Intersected: MUD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.702,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 8.0m (26.2ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 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: 27.9 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: Equal to 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2020,  Underwater Inspection Date: September 2017,  Bridge Improvement Cost: $348,000,  Roadway Improvement Cost: $204,000,  Total Project Cost: $552,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100593,  Location: 0.1 MI S JCT RTS 9 & 22 (Lat: 44.506839,  Lng: -73.479278),  Route carried "on" structure: US 9,  Year Built: 1958,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 7.07m (23.20ft),  Average Daily Traffic: 1,578 (year 2018),  Truck Traffic: 16%,  Average Future Daily Traffic: 1,646 (year 2040),  Design Load: HL 93,  Features Intersected: AUSABLE RIVER
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: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.1m (75.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.07m (23.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,547,000,  Roadway Improvement Cost: $1,492,000,  Total Project Cost: $4,039,000 ( 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: 1033651,  Location: I87 AT CLINTON CO LINE (Lat: 44.491092,  Lng: -73.494703),  Route carried "on" structure: Interstate 87,  Year Built: 1995,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 5,051 (year 2011),  Truck Traffic: 34%,  Design Load: HS 25 or greater,  Features Intersected: AUSABLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 92.678,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,161,000,  Roadway Improvement Cost: $1,851,000,  Total Project Cost: $5,013,000 ( 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: 1033652,  Location: I87 AT CLINTON CO LINE (Lat: 44.490947,  Lng: -73.494033),  Route carried "on" structure: Interstate 87,  Year Built: 1994,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 2,003 (year 2017),  Truck Traffic: 26%,  Average Future Daily Traffic: 2,385 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: AUSABLE RIVER
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,161,000,  Roadway Improvement Cost: $1,851,000,  Total Project Cost: $5,013,000 ( 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: 1033851,  Location: 1.6 MI N JCT RTS I87 & 22 (Lat: 44.466722,  Lng: -73.485833),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 5,722 (year 2007),  Truck Traffic: 27%,  Features Intersected: UNDERPASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.026,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 11.8m (38.7ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: 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: $958,000,  Roadway Improvement Cost: $561,000,  Total Project Cost: $1,519,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1033852,  Location: 1.6 MI N JCT RTS I87 & 22 (Lat: 44.466728,  Lng: -73.485497),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 3,224 (year 2018),  Truck Traffic: 29%,  Average Future Daily Traffic: 3,839 (year 2040),  Features Intersected: UNDERPASS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 89.026,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: $961,000,  Roadway Improvement Cost: $563,000,  Total Project Cost: $1,523,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1033869,  Location: 2.5 MI N JCT RTS I87 & 22 (Lat: 44.478772,  Lng: -73.488947),  Route carried "on" structure: Interstate 87,  Year Built: 1966,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 6,447 (year 2018),  Truck Traffic: 29%,  Average Future Daily Traffic: 7,678 (year 2040),  Design Load: HS 20,  Features Intersected: MUD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 90.394,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 22 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 58.1 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: Better than present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $485,000,  Roadway Improvement Cost: $284,000,  Total Project Cost: $770,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 105422,  Location: EXIT 33 OF I87 (Lat: 44.444061,  Lng: -73.490925),  Route carried "on" structure: Ramp Other road 915,  Year Built: 1965,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 913 (year 2015),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,278 (year 2035),  Features Intersected: 87I 87I12111539NB, RTE I
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Good,  Operating Rating: 82.6 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: 6.49m (21.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,394,000,  Roadway Improvement Cost: $817,000,  Total Project Cost: $2,211,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105423,  Location: .1 MILE S JCT I87 & SH 9N (Lat: 44.488444,  Lng: -73.491228),  Route carried "on" structure: County highway ,  Year Built: 1961,  Year Reconstructed: 2020,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 388 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 543 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 87I 87I12111574NB, RTE I,  Facility Carried by Structure: AUGUR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.701,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  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 minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $1,635,000,  Roadway Improvement Cost: $958,000,  Total Project Cost: $2,593,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 107883,  Location: 9.5 Mi N Exit 32 of I87 (Lat: 44.419553,  Lng: -73.495811),  Route carried "on" structure: Interstate 87,  Year Built: 1965,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 5,535 (year 2018),  Truck Traffic: 33%,  Average Future Daily Traffic: 6,592 (year 2040),  Features Intersected: MCGUIRE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 83.652,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.3 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: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $173,000,  Roadway Improvement Cost: $101,000,  Total Project Cost: $274,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330221,  Location: DUGWAYRDTOBACKST-AUSABL R (Lat: 44.464147,  Lng: -73.575275),  Route carried "on" structure: Other road ,  Year Built: 1983,  Status: Open,  Structure Length: 7.13m (23.39ft),  Average Daily Traffic: 519 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 727 (year 2040),  Design Load: HS 20,  Features Intersected: AUSABLE RIVER,  Facility Carried by Structure: DUGWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 70.1m (230.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 69.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.13m (23.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,336,000,  Roadway Improvement Cost: $782,000,  Total Project Cost: $2,119,000 ( 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: 336023,  Location: 1 MI EAST OF KEESEVILLE (Lat: 44.481469,  Lng: -73.420469),  Route carried "on" structure: County highway ,  Year Built: 2000,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 467 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 654 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: DELAWARE & HUDSON,  Facility Carried by Structure: PORT DOUGLAS ROAD
Minimum Vertical Clearance: 32.69m (107.25ft),  Kilometerpoint: 4.634,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 77.1 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $691,000,  Roadway Improvement Cost: $405,000,  Total Project Cost: $1,096,000 ( 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: 336987,  Location: 1.5 MI SE KEESEVILLE (Lat: 44.491361,  Lng: -73.450572),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 467 (year 2016),  Truck Traffic: 6%,  Average Future Daily Traffic: 654 (year 2036),  Features Intersected: Mud Creek,  Facility Carried by Structure: PORT DOUGLAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.883,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 74.8 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,  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: June 2021,  Bridge Improvement Cost: $106,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $169,000 ( Estimate for 2021)
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Structure Number: 336988,  Location: 1 MILE FROM CLINTONVILLE (Lat: 44.468072,  Lng: -73.563664),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 237 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 332 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: CARNEY BROOK,  Facility Carried by Structure: DUGWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.094,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $318,000,  Roadway Improvement Cost: $186,000,  Total Project Cost: $505,000 ( Estimate for 2021)
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Structure Number: 336989,  Location: 5.8 MI SOUTH GREENE ST (Lat: 44.376278,  Lng: -73.566133),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 229 (year 2019),  Truck Traffic: 6%,  Average Future Daily Traffic: 321 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: HALE BROOK,  Facility Carried by Structure: TROUT POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.459,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $254,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $403,000 ( Estimate for 2021)
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Structure Number: 337045,  Location: 1.5 Mi. N.E. Rte. 9 Keesv (Lat: 44.513578,  Lng: -73.453850),  Route carried "on" structure: County highway ,  Year Built: 2008,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 424 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 594 (year 2034),  Design Load: HS 25 or greater,  Features Intersected: MUD BROOK,  Facility Carried by Structure: CR 17, SOPER RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.577,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $726,000,  Roadway Improvement Cost: $425,000,  Total Project Cost: $1,152,000 ( 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: 1005911,  Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.412781,  Lng: -73.497239),  Route carried "under" structure: US 9,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 781 (year 2000),  Features Intersected: RTE 9,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 82.622,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1005912,  Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.413097,  Lng: -73.496983),  Route carried "under" structure: US 9,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 781 (year 2000),  Features Intersected: RTE 9,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 82.622,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 1033851,  Location: 1.6 MI N JCT RTS I87 & 22 (Lat: 44.466722,  Lng: -73.485833),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: UNDERPASS ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 1033852,  Location: 1.6 MI N JCT RTS I87 & 22 (Lat: 44.466728,  Lng: -73.485497),  Route carried "under" structure: Other road ,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 500 (year 2021),  Features Intersected: UNDERPASS ROAD,  Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.6m (93.8ft)

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Structure Number: 105422,  Location: EXIT 33 OF I87 (Lat: 44.444061,  Lng: -73.490925),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 1972),  Features Intersected: 87I 87I12111539NB, RTE I,  Facility Carried by Structure: RTE 915
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 87.304,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.2m (108.9ft)

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Structure Number: 105423,  Location: .1 MILE S JCT I87 & SH 9N (Lat: 44.488444,  Lng: -73.491228),  Route carried "under" structure: Interstate 87,  Year Built: 1961,  Structure Length: 0. m,  Average Daily Traffic: 5,300 (year 1972),  Features Intersected: 87I 87I12111574NB, RTE I,  Facility Carried by Structure: AUGUR LAKE ROAD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 92.357,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 20.7m (67.9ft)

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