Bridge Statistics for Berne, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 102ft / 30.7mTotal length
- $17,595,000Total costs
- 5,862Total average daily traffic
- 429Total average daily truck traffic
- 7,043Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Berne
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 21960-1969
- 31970-1979
- 41990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- 12000-2009
- 32010-2019
- Bridge Condition - Deck
- 7.7%Excellent
- 46.2%Very good
- 7.7%Good
- 30.8%Satisfactory
- 7.7%Fair
- Bridge Condition - Superstructure
- 38.5%Excellent
- 7.7%Very good
- 30.8%Good
- 23.1%Fair
- Bridge Condition - Substructure
- 15.4%Excellent
- 15.4%Very good
- 30.8%Satisfactory
- 30.8%Fair
- 7.7%Poor
- Bridge Condition - Channel
- 6.3%Very good
- 37.5%Good
- 18.8%Satisfactory
- 37.5%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Fair
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Structure Number: 102526, Location: 5.7 MI SW JCT SH443&SH146 (Lat: 42.627403, Lng: -74.156986), Route carried "on" structure: State highway 443, Year Built: 1931, Year Reconstructed: 1989, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 626 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 653 (year 2040), Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $2,638,000, Roadway Improvement Cost: $1,545,000, Total Project Cost: $4,183,000 ( 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: 102526, Location: 5.7 MI SW JCT SH443&SH146 (Lat: 42.627403, Lng: -74.156986), Route carried "on" structure: State highway 443, Year Built: 1931, Year Reconstructed: 1989, Status: Open, Structure Length: 3.32m (10.89ft), Average Daily Traffic: 626 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 653 (year 2040), Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.32m (10.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $2,638,000, Roadway Improvement Cost: $1,545,000, Total Project Cost: $4,183,000 ( 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: 102527, Location: JCT SH 443 & SH 156 (Lat: 42.625372, Lng: -74.133819), Route carried "on" structure: State highway 443, Year Built: 1973, Year Reconstructed: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 626 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 653 (year 2040), Design Load: HL 93, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $334,000, Total Project Cost: $904,000 ( 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: 102527, Location: JCT SH 443 & SH 156 (Lat: 42.625372, Lng: -74.133819), Route carried "on" structure: State highway 443, Year Built: 1973, Year Reconstructed: 2015, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 626 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 653 (year 2040), Design Load: HL 93, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.278, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $570,000, Roadway Improvement Cost: $334,000, Total Project Cost: $904,000 ( 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: 103867, Location: .7 MI N JCT S H 443 & 156 (Lat: 42.634078, Lng: -74.137139), Route carried "on" structure: State highway 156, Year Built: 1963, Status: Closed, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 895 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 933 (year 2040), Design Load: H 20, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $842,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 103867, Location: .7 MI N JCT S H 443 & 156 (Lat: 42.634078, Lng: -74.137139), Route carried "on" structure: State highway 156, Year Built: 1963, Status: Closed, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 895 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 933 (year 2040), Design Load: H 20, Features Intersected: BEAVERDAM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.078, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $842,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 10745, Location: .5 MI EAST OF EAST BERNE (Lat: 42.612408, Lng: -74.066756), Route carried "on" structure: State highway 443, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,112 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,160 (year 2040), Design Load: HS 20, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $78,000, Total Project Cost: $210,000 ( Estimate for 2021)
Structure Number: 10745, Location: .5 MI EAST OF EAST BERNE (Lat: 42.612408, Lng: -74.066756), Route carried "on" structure: State highway 443, Year Built: 1963, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,112 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,160 (year 2040), Design Load: HS 20, Features Intersected: FOX CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.665, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 77.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $78,000, Total Project Cost: $210,000 ( Estimate for 2021)
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Structure Number: 220013, Location: 2.0MI W OF EAST BERNE (Lat: 42.621317, Lng: -74.111103), Route carried "on" structure: Other road , Year Built: 1978, Year Reconstructed: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 46 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 64 (year 2039), Features Intersected: FOX CREEK, Facility Carried by Structure: KAEHLER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $145,000, Total Project Cost: $394,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
Structure Number: 220013, Location: 2.0MI W OF EAST BERNE (Lat: 42.621317, Lng: -74.111103), Route carried "on" structure: Other road , Year Built: 1978, Year Reconstructed: 2010, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 46 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 64 (year 2039), Features Intersected: FOX CREEK, Facility Carried by Structure: KAEHLER LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 5.8m (19.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $145,000, Total Project Cost: $394,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber
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Structure Number: 330086, Location: .8 MI WEST OF EAST BERNE (Lat: 42.613650, Lng: -74.089719), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 560 (year 2036), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: CR 2, COLE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 96.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $215,000, Total Project Cost: $583,000 ( Estimate for 2021)
Structure Number: 330086, Location: .8 MI WEST OF EAST BERNE (Lat: 42.613650, Lng: -74.089719), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 400 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 560 (year 2036), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: CR 2, COLE HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.434, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 96.2 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $215,000, Total Project Cost: $583,000 ( Estimate for 2021)
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Structure Number: 330087, Location: 1.3 MI E OF WEST BERNE (Lat: 42.625553, Lng: -74.159706), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 374 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 524 (year 2036), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SWITZKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $921,000, Roadway Improvement Cost: $539,000, Total Project Cost: $1,461,000 ( 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: 330087, Location: 1.3 MI E OF WEST BERNE (Lat: 42.625553, Lng: -74.159706), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 374 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 524 (year 2036), Design Load: HS 25 or greater, Features Intersected: FOX CREEK, Facility Carried by Structure: SWITZKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $921,000, Roadway Improvement Cost: $539,000, Total Project Cost: $1,461,000 ( 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: 330088, Location: HAMLET OF WEST BERNE (Lat: 42.628692, Lng: -74.184086), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 2018, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 503 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 704 (year 2039), Design Load: HS 20, Features Intersected: FOX CREEK, Facility Carried by Structure: BRADT HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,281,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,031,000 ( 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: 330088, Location: HAMLET OF WEST BERNE (Lat: 42.628692, Lng: -74.184086), Route carried "on" structure: County highway , Year Built: 1939, Year Reconstructed: 2018, Status: Open, Structure Length: 4.79m (15.72ft), Average Daily Traffic: 503 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 704 (year 2039), Design Load: HS 20, Features Intersected: FOX CREEK, Facility Carried by Structure: BRADT HOLLOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.8m (74.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.78m (15.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $1,281,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,031,000 ( 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: 330089, Location: 1 MI S OF WEST BERNE (Lat: 42.614789, Lng: -74.181497), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 183 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 256 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRADT HOLLOW CREEK, Facility Carried by Structure: CANADAY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.767, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $462,000, Total Project Cost: $1,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 330089, Location: 1 MI S OF WEST BERNE (Lat: 42.614789, Lng: -74.181497), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 2007, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 183 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 256 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRADT HOLLOW CREEK, Facility Carried by Structure: CANADAY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.767, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 23.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.1 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $462,000, Total Project Cost: $1,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 33009, Location: 1.5 MILES SW OF BERNE (Lat: 42.618567, Lng: -74.161103), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 183 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 256 (year 2039), Design Load: HS 20, Features Intersected: SWITZ KILL, Facility Carried by Structure: CR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $444,000, Total Project Cost: $1,203,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 33009, Location: 1.5 MILES SW OF BERNE (Lat: 42.618567, Lng: -74.161103), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 183 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 256 (year 2039), Design Load: HS 20, Features Intersected: SWITZ KILL, Facility Carried by Structure: CR 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.811, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.62m (8.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $759,000, Roadway Improvement Cost: $444,000, Total Project Cost: $1,203,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 330091, Location: 1.2MI SW OF BERNE (Lat: 42.611436, Lng: -74.156056), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 1999, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 113 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 158 (year 2036), Design Load: HS 25 or greater, Features Intersected: SWITZ KILL, Facility Carried by Structure: SICKLE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,271,000 ( 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: 330091, Location: 1.2MI SW OF BERNE (Lat: 42.611436, Lng: -74.156056), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 1999, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 113 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 158 (year 2036), Design Load: HS 25 or greater, Features Intersected: SWITZ KILL, Facility Carried by Structure: SICKLE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.224, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.5m (77.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,271,000 ( 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: 330092, Location: 1.9 M SW VILLAGE OF BERNE (Lat: 42.598325, Lng: -74.150869), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 93 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 130 (year 2036), Design Load: HS 25 or greater, Features Intersected: SWITZ KILL, Facility Carried by Structure: RAVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,270,000 ( 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: 330092, Location: 1.9 M SW VILLAGE OF BERNE (Lat: 42.598325, Lng: -74.150869), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 2.90m (9.51ft), Average Daily Traffic: 93 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 130 (year 2036), Design Load: HS 25 or greater, Features Intersected: SWITZ KILL, Facility Carried by Structure: RAVINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.914, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.89m (9.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $801,000, Roadway Improvement Cost: $469,000, Total Project Cost: $1,270,000 ( 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: 330093, Location: 1.7 MI NW OF SOUTH BERNE (Lat: 42.576686, Lng: -74.121272), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 63 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 88 (year 2039), Design Load: HS 25 or greater, Features Intersected: SWITZ KILL, Facility Carried by Structure: GIFFORD HOLLOW ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.475, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $349,000, Total Project Cost: $944,000 ( 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: 330093, Location: 1.7 MI NW OF SOUTH BERNE (Lat: 42.576686, Lng: -74.121272), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 63 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 88 (year 2039), Design Load: HS 25 or greater, Features Intersected: SWITZ KILL, Facility Carried by Structure: GIFFORD HOLLOW ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.475, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.1m (65.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $349,000, Total Project Cost: $944,000 ( 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: 330094, Location: 1.8 MI SW OF HUNTERSLAND (Lat: 42.561044, Lng: -74.231911), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 157 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 220 (year 2036), Design Load: HS 20, Features Intersected: LITTLE SCHOHARIE CREEK, Facility Carried by Structure: HUNTERSLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $174,000, Total Project Cost: $470,000 ( 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: 330094, Location: 1.8 MI SW OF HUNTERSLAND (Lat: 42.561044, Lng: -74.231911), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 157 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 220 (year 2036), Design Load: HS 20, Features Intersected: LITTLE SCHOHARIE CREEK, Facility Carried by Structure: HUNTERSLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.9m (39.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $174,000, Total Project Cost: $470,000 ( 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: 330096, Location: 1.3 MI NW OF SOUTH BERNE (Lat: 42.566631, Lng: -74.124483), Route carried "on" structure: State lands road , Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 44 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 62 (year 2039), Features Intersected: TRIBUTARY TO SWITZ KILL, Facility Carried by Structure: GIFFORD HOLLOW ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $147,000, Total Project Cost: $399,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330096, Location: 1.3 MI NW OF SOUTH BERNE (Lat: 42.566631, Lng: -74.124483), Route carried "on" structure: State lands road , Year Built: 1932, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 44 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 62 (year 2039), Features Intersected: TRIBUTARY TO SWITZ KILL, Facility Carried by Structure: GIFFORD HOLLOW ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 41.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $252,000, Roadway Improvement Cost: $147,000, Total Project Cost: $399,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3301, Location: 1 MI NW OF SOUTH BERNE (Lat: 42.568081, Lng: -74.112622), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 444 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 622 (year 2039), Features Intersected: SWITZ KILL, Facility Carried by Structure: SWITZKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $66,000, Total Project Cost: $179,000 ( Estimate for 2021)
Structure Number: 3301, Location: 1 MI NW OF SOUTH BERNE (Lat: 42.568081, Lng: -74.112622), Route carried "on" structure: County highway , Year Built: 2005, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 444 (year 2019), Truck Traffic: 15%, Average Future Daily Traffic: 622 (year 2039), Features Intersected: SWITZ KILL, Facility Carried by Structure: SWITZKILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.026, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 6 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $66,000, Total Project Cost: $179,000 ( Estimate for 2021)