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


  • National Bridge Inventory (NBI) Statistics
  • 23Number of bridges
  • 180ft / 55mTotal length
  • $31,853,000Total costs
  • 37,018Total average daily traffic
  • 3,189Total average daily truck traffic
  • 20,931Total future (year 2037) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Elizabethtown
  • No street view available for this location

New bridges in Elizabethtown, NY - historical statistics
  • New bridges - historical statistics
  • 11910-1919
  • 31930-1939
  • 81960-1969
  • 31970-1979
  • 21980-1989
  • 22000-2009
  • 42010-2018
Reconstructed bridges in Elizabethtown, NY - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11980-1989
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Elizabethtown, NY
Average Bridge Truck Traffic in Elizabethtown, NY
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.3%Excellent
  • 25.0%Very good
  • 18.8%Good
  • 25.0%Satisfactory
  • 25.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 22.2%Excellent
  • 5.6%Very good
  • 44.4%Good
  • 5.6%Satisfactory
  • 11.1%Fair
  • 11.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 16.7%Excellent
  • 11.1%Very good
  • 22.2%Good
  • 11.1%Satisfactory
  • 33.3%Fair
  • 5.6%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 5.3%Excellent
  • 10.5%Very good
  • 15.8%Good
  • 42.1%Satisfactory
  • 15.8%Fair
  • 10.5%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 66.7%Good
  • 33.3%Satisfactory
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Structure Number: 100586,  Location: RT 9 2.4 MI N JCT RT 9&73 (Lat: 44.123772,  Lng: -73.659094),  Route carried "on" structure: US 9,  Year Built: 1979,  Status: Open,  Structure Length: 0.39m (1.28ft),  Average Daily Traffic: 688 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 694 (year 2037),  Design Load: HS 20,  Features Intersected: BOUQUET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.634,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 1.1m (3.6ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 37.7m (123.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 1.1m (3.6ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.39m (1.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $1,377,000,  Roadway Improvement Cost: $806,000,  Total Project Cost: $2,183,000 ( Estimate for 2018),  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: 100587,  Location: US 9- 0.3 MI N NEW RUSSIA (Lat: 44.167683,  Lng: -73.611883),  Route carried "on" structure: US 9,  Year Built: 1979,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 688 (year 2014),  Truck Traffic: 6%,  Average Future Daily Traffic: 694 (year 2037),  Design Load: HS 20,  Features Intersected: ROARING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 51.488,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.8m (74.8ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.10m (75.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $922,000,  Roadway Improvement Cost: $540,000,  Total Project Cost: $1,463,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100588,  Location: RTE 9 AT ELIZABETHTOWN (Lat: 44.216447,  Lng: -73.590158),  Route carried "on" structure: US 9,  Year Built: 1965,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 2,395 (year 2015),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,418 (year 2037),  Features Intersected: W BR BOUQUETRIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 57.892,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.7m (18.7ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 1.6m (5.2ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.7 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,  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: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2016,  Bridge Improvement Cost: $361,000,  Roadway Improvement Cost: $211,000,  Total Project Cost: $572,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100694,  Location: JCT RTE 9N < BOUQUET R (Lat: 44.212789,  Lng: -73.583942),  Route carried "on" structure: State highway 9N,  Year Built: 1978,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 1,987 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,006 (year 2037),  Design Load: HL 93,  Features Intersected: BOUQUET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 62.526,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.9m (81.7ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 26.20m (85.96ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2016,  Bridge Improvement Cost: $1,238,000,  Roadway Improvement Cost: $725,000,  Total Project Cost: $1,963,000 ( Estimate for 2018),  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: 100695,  Location: 1 MI W OF ELIZABETHTOWN (Lat: 44.220475,  Lng: -73.614761),  Route carried "on" structure: State highway 9N,  Year Built: 1962,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,938 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,957 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: W BR BOUQUET RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 65.679,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Channel: Poor,  Culverts: Satisfactory,  Operating Rating: 7.6 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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $559,000,  Roadway Improvement Cost: $327,000,  Total Project Cost: $886,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100696,  Location: 2 MI W OF ELIZABETHTOWN (Lat: 44.216164,  Lng: -73.633019),  Route carried "on" structure: State highway 9N,  Year Built: 1962,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 1,938 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,957 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: W BR BOUQUET RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 67.224,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 113.0m (370.7ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 7.8 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 34.40m (112.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $821,000,  Roadway Improvement Cost: $481,000,  Total Project Cost: $1,302,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100697,  Location: 2.7 MI W OF ELIZABETHTOWN (Lat: 44.215831,  Lng: -73.646203),  Route carried "on" structure: State highway 9N,  Year Built: 1964,  Status: Open,  Structure Length: 0.11m (0.36ft),  Average Daily Traffic: 1,938 (year 2015),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,957 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: W BR BOUQUET RVR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 68.318,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 107.0m (351.0ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.2m (17.1ft),  Curb-To-Curb Width: 10.8m (35.4ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.2 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,  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: 10.90m (35.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $444,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103373,  Location: I87 - 5.1 MI S OF EXIT 31 (Lat: 44.167964,  Lng: -73.584700),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,007 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,017 (year 2037),  Features Intersected: RTE I87,  Facility Carried by Structure: LINCOLN POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.524,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 74.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.60m (129.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $889,000,  Roadway Improvement Cost: $520,000,  Total Project Cost: $1,409,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103373,  Location: I87 - 5.1 MI S OF EXIT 31 (Lat: 44.167964,  Lng: -73.584700),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,561 (year 1990),  Features Intersected: RTE I87,  Facility Carried by Structure: LINCOLN POND ROAD
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 51.086,  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: 1033741,  Location: JCT RTE I87 & BLACK CREEK (Lat: 44.197044,  Lng: -73.528842),  Route carried "on" structure: Interstate 87,  Year Built: 2015,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 3,163 (year 2009),  Truck Traffic: 31%,  Design Load: HL 93,  Features Intersected: MEGSVILLE ROAD, BLACK RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.025,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 97.1 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 101.10m (331.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $2,758,000,  Roadway Improvement Cost: $1,615,000,  Total Project Cost: $4,373,000 ( Estimate for 2018),  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: 1033742,  Location: JCT RTE I87 & BLACK CREEK (Lat: 44.196775,  Lng: -73.528819),  Route carried "on" structure: Interstate 87,  Year Built: 2016,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 3,153 (year 2009),  Truck Traffic: 31%,  Average Future Daily Traffic: 3,184 (year 2037),  Design Load: HL 93,  Features Intersected: MEGSVILLE ROAD, BLACK RI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 56.025,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 122.0m (400.3ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 97.1 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 101.10m (331.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Bridge Improvement Cost: $2,718,000,  Roadway Improvement Cost: $1,592,000,  Total Project Cost: $4,310,000 ( Estimate for 2018),  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: 105419,  Location: I87 - 5.1 MI S OF EXIT 31 (Lat: 44.167542,  Lng: -73.583797),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,007 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,017 (year 2037),  Features Intersected: RTE I87,  Facility Carried by Structure: LINCOLN POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 36.444,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 82.0m (269.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.60m (129.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2017,  Bridge Improvement Cost: $932,000,  Roadway Improvement Cost: $546,000,  Total Project Cost: $1,478,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105419,  Location: I87 - 5.1 MI S OF EXIT 31 (Lat: 44.167542,  Lng: -73.583797),  Route carried "under" structure: Interstate 87,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 6,561 (year 1990),  Features Intersected: RTE I87,  Facility Carried by Structure: LINCOLN POND ROAD
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 50.877,  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: 33016,  Location: .1 MI NE OF ELIZABETHTOWN (Lat: 44.219317,  Lng: -73.585256),  Route carried "on" structure: County highway ,  Year Built: 2001,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 171 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 172 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: BOQUET RIVER,  Facility Carried by Structure: ELIZ-WADHAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  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: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Channel: Fair,  Inventory Rating: 71.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2017,  Bridge Improvement Cost: $1,426,000,  Roadway Improvement Cost: $835,000,  Total Project Cost: $2,261,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 330164,  Location: 2 MI SW ELIZABETHTOWN (Lat: 44.189628,  Lng: -73.614408),  Route carried "on" structure: Other road ,  Year Built: 2011,  Status: Open,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 30 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 30 (year 2037),  Design Load: HS 20,  Features Intersected: BOUQUET RIVER,  Facility Carried by Structure: LOBDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.032,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 43.0m (141.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 88.6 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,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 22.80m (74.80ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 2017,  Critical Feature Inspection Date: October 2017,  Bridge Improvement Cost: $691,000,  Roadway Improvement Cost: $405,000,  Total Project Cost: $1,095,000 ( Estimate for 2018),  Deck Structure Type: Steel plate,  Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 330165,  Location: 2.5 MI S OF ELIZABETHTOWN (Lat: 44.180408,  Lng: -73.613906),  Route carried "on" structure: Other road ,  Year Built: 2013,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 28 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 28 (year 2037),  Design Load: HL 93,  Features Intersected: BOQUET RIVER,  Facility Carried by Structure: OTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 42.0m (137.8ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 4.2m (13.8ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Inventory Rating: 61.7 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 27.70m (90.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Critical Feature Inspection Date: April 2017,  Bridge Improvement Cost: $1,049,000,  Roadway Improvement Cost: $614,000,  Total Project Cost: $1,663,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric
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Structure Number: 330166,  Location: 4 MI S OF ELIZABETHTOWN (Lat: 44.163875,  Lng: -73.608203),  Route carried "on" structure: ServiceOther road ,  Year Built: 1984,  Status: Posted for load-capacity,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 119 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 120 (year 2037),  Features Intersected: BOUQUET RIVER,  Facility Carried by Structure: SIMONDS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 61.0m (200.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 6.3m (20.7ft),  Out-to-Out Width: 6.9m (22.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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: 0.14m (0.46ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $441,000,  Roadway Improvement Cost: $258,000,  Total Project Cost: $699,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330167,  Location: 7 MI S ELIZABETHTOWN (Lat: 44.147117,  Lng: -73.626617),  Route carried "on" structure: Other road ,  Year Built: 1911,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.25m (0.82ft),  Average Daily Traffic: 3 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 3 (year 2037),  Design Load: HS 20,  Features Intersected: BOQUET RIVER,  Facility Carried by Structure: GILLIGAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 37.0m (121.4ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.7m (54.8ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 24.90m (81.69ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: August 2016,  Critical Feature Inspection Date: August 2016,  Bridge Improvement Cost: $267,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $423,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 330168,  Location: 7 MI.SW.ELIZABETHTOWN (Lat: 44.134467,  Lng: -73.639064),  Route carried "on" structure: Other road ,  Year Built: 1988,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 14 (year 2010),  Truck Traffic: 5%,  Average Future Daily Traffic: 14 (year 2037),  Features Intersected: BOQUET RIVER,  Facility Carried by Structure: SCRIVER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 0.4m (1.3ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 2.1m (6.9ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 64.4 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: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.30m (69.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2016,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $130,000,  Total Project Cost: $351,000 ( Estimate for 2018),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 330169,  Location: IN ELIZABETHTOWN (Lat: 44.216725,  Lng: -73.591203),  Route carried "on" structure: Other road ,  Year Built: 2007,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 2,190 (year 2017),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,211 (year 2037),  Design Load: HS 25 or greater,  Features Intersected: THE BRANCH,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 7.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 4.3 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.14m (0.46ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $879,000,  Roadway Improvement Cost: $515,000,  Total Project Cost: $1,394,000 ( Estimate for 2018),  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: 33017,  Location: ELIZABETHTOWN (Lat: 44.221214,  Lng: -73.607433),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 910 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 919 (year 2037),  Features Intersected: THE BRANCH,  Facility Carried by Structure: WATER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.209,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 1.4m (4.6ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 5.8m (19.0ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 9.1 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 30.40m (99.74ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: April 2017,  Bridge Improvement Cost: $1,115,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $1,767,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330251,  Location: 4 MI NE OF ELIZABETHTOWN (Lat: 44.234064,  Lng: -73.510533),  Route carried "on" structure: County highway ,  Year Built: 1938,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 442 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 446 (year 2037),  Design Load: HL 93,  Features Intersected: BLACK RIVER,  Facility Carried by Structure: ELIZ-WADHAMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.144,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 64.0m (210.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 2.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.80m (51.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2016,  Bridge Improvement Cost: $979,000,  Roadway Improvement Cost: $573,000,  Total Project Cost: $1,552,000 ( Estimate for 2018),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 336421,  Location: 1.5 MI N OF ELIZBETHTOWN (Lat: 44.218797,  Lng: -73.640469),  Route carried "on" structure: Other road ,  Year Built: 1930,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 87 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 87 (year 2037),  Features Intersected: JACKSON BROOK,  Facility Carried by Structure: HURRICANE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.756,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 49.0m (160.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb-To-Curb Width: 5.2m (17.1ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 9.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 5.9 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: Meets minimum limits,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2017,  Bridge Improvement Cost: $167,000,  Roadway Improvement Cost: $98,000,  Total Project Cost: $265,000 ( Estimate for 2018),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other
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