Bridge Statistics for Elizabethtown, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 25Number of bridges
- 217ft / 65.7mTotal length
- $31,211,000Total costs
- 34,571Total average daily traffic
- 2,864Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Elizabethtown
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 31930-1939
- 81960-1969
- 31970-1979
- 21980-1989
- 22000-2009
- 52010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 11990-1999
- 22000-2009
- Bridge Condition - Deck
- 5.9%Excellent
- 17.6%Very good
- 23.5%Good
- 29.4%Satisfactory
- 23.5%Fair
- Bridge Condition - Superstructure
- 27.8%Excellent
- 5.6%Very good
- 33.3%Good
- 11.1%Satisfactory
- 11.1%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 22.2%Excellent
- 16.7%Very good
- 11.1%Good
- 5.6%Satisfactory
- 27.8%Fair
- 11.1%Poor
- 5.6%Critical
- Bridge Condition - Channel
- 10.5%Excellent
- 21.1%Good
- 31.6%Satisfactory
- 26.3%Fair
- 10.5%Poor
- Bridge Condition - Culverts
- 33.3%Good
- 66.7%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: 3.90m (12.80ft), Average Daily Traffic: 621 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 647 (year 2040), 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: 11.0m (36.1ft), 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: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 68.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,377,000, Roadway Improvement Cost: $806,000, Total Project Cost: $2,183,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 3.90m (12.80ft), Average Daily Traffic: 621 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 647 (year 2040), 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: 11.0m (36.1ft), 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: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Inventory Rating: 68.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,377,000, Roadway Improvement Cost: $806,000, Total Project Cost: $2,183,000 ( 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: 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: 621 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 647 (year 2040), 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: 10.4m (34.1ft), 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: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $540,000, Total Project Cost: $1,463,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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: 621 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 647 (year 2040), 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: 10.4m (34.1ft), 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: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $922,000, Roadway Improvement Cost: $540,000, Total Project Cost: $1,463,000 ( Estimate for 2021), 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: 1,967 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,051 (year 2040), 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: 12.2m (40.0ft), 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: 16.0m (52.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.3 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, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $211,000, Total Project Cost: $572,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 1,967 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,051 (year 2040), 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: 12.2m (40.0ft), 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: 16.0m (52.5ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 76.3 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, 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: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $361,000, Roadway Improvement Cost: $211,000, Total Project Cost: $572,000 ( Estimate for 2021), 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: 2,506 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,807 (year 2040), Design Load: HL 93, Features Intersected: BOUQUET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,238,000, Roadway Improvement Cost: $725,000, Total Project Cost: $1,963,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 2,506 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,807 (year 2040), Design Load: HL 93, Features Intersected: BOUQUET RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 62.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,238,000, Roadway Improvement Cost: $725,000, Total Project Cost: $1,963,000 ( 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: 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: 1,560 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,747 (year 2040), 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: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 76.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $182,000, Total Project Cost: $492,000 ( Estimate for 2021)
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: 1,560 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,747 (year 2040), 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: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.9m (16.1ft)
Condition: Channel: Poor, Culverts: Satisfactory, Operating Rating: 76.0 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $310,000, Roadway Improvement Cost: $182,000, Total Project Cost: $492,000 ( Estimate for 2021)
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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: 1,560 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,747 (year 2040), 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: 11.3m (37.1ft), 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: Fair, Operating Rating: 78.0 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: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $481,000, Total Project Cost: $1,302,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 1,560 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,747 (year 2040), 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: 11.3m (37.1ft), 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: Fair, Operating Rating: 78.0 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: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $481,000, Total Project Cost: $1,302,000 ( Estimate for 2021), 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: 1.10m (3.61ft), Average Daily Traffic: 1,560 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,747 (year 2040), 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: 10.7m (35.1ft), 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)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $121,000, Total Project Cost: $327,000 ( Estimate for 2021)
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: 1.10m (3.61ft), Average Daily Traffic: 1,560 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 1,747 (year 2040), 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: 10.7m (35.1ft), 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)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 67.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $206,000, Roadway Improvement Cost: $121,000, Total Project Cost: $327,000 ( Estimate for 2021)
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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: 893 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 931 (year 2040), 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: 8.2m (26.9ft), 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: 74.4 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: 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $889,000, Roadway Improvement Cost: $520,000, Total Project Cost: $1,409,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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: 893 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 931 (year 2040), 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: 8.2m (26.9ft), 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: 74.4 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: 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: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $889,000, Roadway Improvement Cost: $520,000, Total Project Cost: $1,409,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 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: 12.2m (40.0ft), 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: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 47.0 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: 36.3 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: 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: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,764,000, Roadway Improvement Cost: $1,619,000, Total Project Cost: $4,383,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 12.2m (40.0ft), 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: Good, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 47.0 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: 36.3 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: 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: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,764,000, Roadway Improvement Cost: $1,619,000, Total Project Cost: $4,383,000 ( 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: 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: 2,045 (year 2009), Truck Traffic: 31%, Average Future Daily Traffic: 2,435 (year 2040), 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: 12.2m (40.0ft), 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: 47.0 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: 36.3 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: 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: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $1,592,000, Total Project Cost: $4,310,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 2,045 (year 2009), Truck Traffic: 31%, Average Future Daily Traffic: 2,435 (year 2040), 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: 12.2m (40.0ft), 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: 47.0 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: 36.3 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: 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: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,718,000, Roadway Improvement Cost: $1,592,000, Total Project Cost: $4,310,000 ( 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: 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: 893 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 931 (year 2040), 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: 8.2m (26.9ft), 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: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $932,000, Roadway Improvement Cost: $546,000, Total Project Cost: $1,478,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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: 893 (year 2011), Truck Traffic: 10%, Average Future Daily Traffic: 931 (year 2040), 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: 8.2m (26.9ft), 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: 47.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 36.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $932,000, Roadway Improvement Cost: $546,000, Total Project Cost: $1,478,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 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: 613 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 858 (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: 8.5m (27.9ft), 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: 77.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,426,000, Roadway Improvement Cost: $835,000, Total Project Cost: $2,261,000 ( Estimate for 2021)
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: 613 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 858 (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: 8.5m (27.9ft), 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: 77.1 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,426,000, Roadway Improvement Cost: $835,000, Total Project Cost: $2,261,000 ( Estimate for 2021)
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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: 2020, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 26 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 36 (year 2036), Design Load: HL 93, Features Intersected: BOUQUET RIVER, Facility Carried by Structure: LOBDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 50.2 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,095,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330164, Location: 2 MI SW ELIZABETHTOWN (Lat: 44.189628, Lng: -73.614408), Route carried "on" structure: Other road , Year Built: 2020, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 26 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 36 (year 2036), Design Load: HL 93, Features Intersected: BOUQUET RIVER, Facility Carried by Structure: LOBDELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 50.2 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: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $691,000, Roadway Improvement Cost: $405,000, Total Project Cost: $1,095,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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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: 17 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 24 (year 2037), Design Load: HL 93, Features Intersected: BOQUET RIVER, Facility Carried by Structure: OTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), 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: 4.3m (14.1ft)
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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $960,000, Roadway Improvement Cost: $562,000, Total Project Cost: $1,522,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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: 17 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 24 (year 2037), Design Load: HL 93, Features Intersected: BOQUET RIVER, Facility Carried by Structure: OTIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.161, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.2m (13.8ft), 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: 4.3m (14.1ft)
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: 2.77m (9.09ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $960,000, Roadway Improvement Cost: $562,000, Total Project Cost: $1,522,000 ( Estimate for 2021), 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, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 131 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 183 (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: 6.1m (20.0ft), 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: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.0 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $258,000, Total Project Cost: $699,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 131 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 183 (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: 6.1m (20.0ft), 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: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 14.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 11.0 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: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $441,000, Roadway Improvement Cost: $258,000, Total Project Cost: $699,000 ( Estimate for 2021), 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: 2.50m (8.20ft), Average Daily Traffic: 11 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15 (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: 3.7m (12.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.2 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: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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: 2.50m (8.20ft), Average Daily Traffic: 11 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15 (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: 3.7m (12.1ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 26.2 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: 20.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: July 2021, Critical Feature Inspection Date: July 2021, Bridge Improvement Cost: $267,000, Roadway Improvement Cost: $156,000, Total Project Cost: $423,000 ( Estimate for 2021), 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: 16 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22 (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: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $130,000, Total Project Cost: $351,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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: 16 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 22 (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: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Poor, Channel: Poor, Operating Rating: 30.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 23.7 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $130,000, Total Project Cost: $351,000 ( Estimate for 2021), 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: 1.40m (4.59ft), Average Daily Traffic: 1,946 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 2,724 (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: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $515,000, Total Project Cost: $1,394,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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: 1.40m (4.59ft), Average Daily Traffic: 1,946 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 2,724 (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: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.0 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: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $879,000, Roadway Improvement Cost: $515,000, Total Project Cost: $1,394,000 ( 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: 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: 796 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,114 (year 2036), 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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Superstructure: Poor, Substructure: Poor, 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: Better than present minimum 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: 3.04m (9.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $653,000, Total Project Cost: $1,767,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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: 796 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 1,114 (year 2036), 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: 5.8m (19.0ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 2, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Superstructure: Poor, Substructure: Poor, 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: Better than present minimum 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: 3.04m (9.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,115,000, Roadway Improvement Cost: $653,000, Total Project Cost: $1,767,000 ( Estimate for 2021), 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: 2011, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 372 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 521 (year 2040), 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: 8.5m (27.9ft), 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: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $573,000, Total Project Cost: $1,552,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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: 2011, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 372 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 521 (year 2040), 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: 8.5m (27.9ft), 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: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 56.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.0 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $979,000, Roadway Improvement Cost: $573,000, Total Project Cost: $1,552,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 336421, Location: 1.5 MI N OF ELIZBETHTOWN (Lat: 44.256442, Lng: -73.785647), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 76 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 106 (year 2036), 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: 4.9m (16.1ft), 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: Critical, Channel: Fair, 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: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $98,000, Total Project Cost: $265,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 336421, Location: 1.5 MI N OF ELIZBETHTOWN (Lat: 44.256442, Lng: -73.785647), Route carried "on" structure: Other road , Year Built: 1930, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 76 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 106 (year 2036), 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: 4.9m (16.1ft), 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: Critical, Channel: Fair, 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: High priority of replacement, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $98,000, Total Project Cost: $265,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other
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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)
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 "under" structure: Other road , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 28 (year 2019), Truck Traffic: 6%, Features Intersected: MEGSVILLE ROAD, BLACK RI, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 16.51m (54.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 1033741, Location: JCT RTE I87 & BLACK CREEK (Lat: 44.197044, Lng: -73.528842), Route carried "under" structure: Other road , Year Built: 2015, Structure Length: 0. m, Average Daily Traffic: 28 (year 2019), Truck Traffic: 6%, Features Intersected: MEGSVILLE ROAD, BLACK RI, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 16.51m (54.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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Structure Number: 1033742, Location: JCT RTE I87 & BLACK CREEK (Lat: 44.196775, Lng: -73.528819), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 28 (year 2019), Truck Traffic: 6%, Features Intersected: MEGSVILLE ROAD, BLACK RI, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 16.99m (55.74ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
Structure Number: 1033742, Location: JCT RTE I87 & BLACK CREEK (Lat: 44.196775, Lng: -73.528819), Route carried "under" structure: Other road , Year Built: 2016, Structure Length: 0. m, Average Daily Traffic: 28 (year 2019), Truck Traffic: 6%, Features Intersected: MEGSVILLE ROAD, BLACK RI, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 16.99m (55.74ft), Kilometerpoint: 1.030, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft)
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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)
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)