Bridge Statistics for Margaretville, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 29Number of bridges
- 197ft / 59.8mTotal length
- $30,134,000Total costs
- 27,861Total average daily traffic
- 1,966Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Margaretville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11940-1949
- 41950-1959
- 61960-1969
- 21970-1979
- 11980-1989
- 91990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 41980-1989
- 21990-1999
- Bridge Condition - Deck
- 24.0%Excellent
- 20.0%Very good
- 20.0%Good
- 12.0%Satisfactory
- 16.0%Fair
- 8.0%Poor
- Bridge Condition - Superstructure
- 16.0%Excellent
- 12.0%Very good
- 20.0%Good
- 36.0%Satisfactory
- 12.0%Fair
- 4.0%Poor
- Bridge Condition - Substructure
- 8.0%Excellent
- 8.0%Very good
- 32.0%Good
- 24.0%Satisfactory
- 24.0%Fair
- 4.0%Poor
- Bridge Condition - Channel
- 3.4%Excellent
- 24.1%Very good
- 17.2%Good
- 24.1%Satisfactory
- 27.6%Fair
- 3.4%Poor
- Bridge Condition - Culverts
- 50.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 101976, Location: IN ARKVILLE (Lat: 42.146736, Lng: -74.623275), Route carried "on" structure: State highway 28, Year Built: 1999, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,283 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.070, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 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: 59.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,301,000, Roadway Improvement Cost: $762,000, Total Project Cost: $2,062,000 ( 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: 101976, Location: IN ARKVILLE (Lat: 42.146736, Lng: -74.623275), Route carried "on" structure: State highway 28, Year Built: 1999, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 4,283 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,323 (year 2040), Design Load: HS 25 or greater, Features Intersected: DRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.070, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.1 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: 59.3 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,301,000, Roadway Improvement Cost: $762,000, Total Project Cost: $2,062,000 ( 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: 102082, Location: 2.3 MI SW MARGARETVILLE (Lat: 42.128172, Lng: -74.694556), Route carried "on" structure: State highway 30, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 496 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 499 (year 2040), Design Load: HS 20, Features Intersected: PLATTE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $863,000, Roadway Improvement Cost: $506,000, Total Project Cost: $1,369,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 102082, Location: 2.3 MI SW MARGARETVILLE (Lat: 42.128172, Lng: -74.694556), Route carried "on" structure: State highway 30, Year Built: 1969, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 496 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 499 (year 2040), Design Load: HS 20, Features Intersected: PLATTE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 60.949, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 88.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $863,000, Roadway Improvement Cost: $506,000, Total Project Cost: $1,369,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 102084, Location: IN MARGARETVILLE (Lat: 42.149606, Lng: -74.646222), Route carried "on" structure: State highway 30, Year Built: 1931, Status: Posted for load-capacity, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,918 (year 2040), Design Load: H 20, Features Intersected: BINNE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $635,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102084, Location: IN MARGARETVILLE (Lat: 42.149606, Lng: -74.646222), Route carried "on" structure: State highway 30, Year Built: 1931, Status: Posted for load-capacity, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 2,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,918 (year 2040), Design Load: H 20, Features Intersected: BINNE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.950, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 32.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $400,000, Roadway Improvement Cost: $234,000, Total Project Cost: $635,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102085, Location: 2.0 MI NE MARGARETVILLE (Lat: 42.168114, Lng: -74.613850), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,659 (year 2040), Design Load: HS 20, Features Intersected: HUBBELL HILL BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $199,000, Total Project Cost: $539,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102085, Location: 2.0 MI NE MARGARETVILLE (Lat: 42.168114, Lng: -74.613850), Route carried "on" structure: State highway 30, Year Built: 1958, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,659 (year 2040), Design Load: HS 20, Features Intersected: HUBBELL HILL BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 70.748, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $340,000, Roadway Improvement Cost: $199,000, Total Project Cost: $539,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102086, Location: 2.9 MI NE OF MARGARETVILL (Lat: 42.169997, Lng: -74.611475), Route carried "on" structure: State highway 30, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,659 (year 2040), Design Load: HS 20, Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.037, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,030,000 ( 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: 102086, Location: 2.9 MI NE OF MARGARETVILL (Lat: 42.169997, Lng: -74.611475), Route carried "on" structure: State highway 30, Year Built: 1958, Year Reconstructed: 1989, Status: Open, Structure Length: 2.74m (8.99ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,659 (year 2040), Design Load: HS 20, Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 71.037, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 11.7m (38.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 2.74m (8.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,280,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,030,000 ( 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: 102087, Location: 3.3 MI NE MARGARETVILLE (Lat: 42.182069, Lng: -74.599447), Route carried "on" structure: State highway 30, Year Built: 1933, Year Reconstructed: 1950, Status: Posted for load-capacity, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,659 (year 2040), Design Load: H 20, Features Intersected: BATAVIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.743, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $290,000, Total Project Cost: $786,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102087, Location: 3.3 MI NE MARGARETVILLE (Lat: 42.182069, Lng: -74.599447), Route carried "on" structure: State highway 30, Year Built: 1933, Year Reconstructed: 1950, Status: Posted for load-capacity, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,591 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 1,659 (year 2040), Design Load: H 20, Features Intersected: BATAVIA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 72.743, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 41.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 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: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $496,000, Roadway Improvement Cost: $290,000, Total Project Cost: $786,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10534, Location: SW OF MARGARETVILLE (Lat: 42.121739, Lng: -74.680178), Route carried "on" structure: State highway 28, Year Built: 1969, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 1,724 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: H 20, Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.168, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 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: 41.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $837,000, Total Project Cost: $2,266,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 10534, Location: SW OF MARGARETVILLE (Lat: 42.121739, Lng: -74.680178), Route carried "on" structure: State highway 28, Year Built: 1969, Status: Open, Structure Length: 6.95m (22.80ft), Average Daily Traffic: 1,724 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: H 20, Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.168, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 53.8 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: 41.5 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $837,000, Total Project Cost: $2,266,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 105343, Location: AT MARGARETVILLE (Lat: 42.147664, Lng: -74.646953), Route carried "on" structure: State highway 30, Year Built: 1932, Status: Posted for load-capacity, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,918 (year 2040), Design Load: H 20, Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.597, 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: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $2,324,000, Roadway Improvement Cost: $1,361,000, Total Project Cost: $3,685,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 105343, Location: AT MARGARETVILLE (Lat: 42.147664, Lng: -74.646953), Route carried "on" structure: State highway 30, Year Built: 1932, Status: Posted for load-capacity, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,918 (year 2040), Design Load: H 20, Features Intersected: E BR DELAWARE RVR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.597, 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: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $2,324,000, Roadway Improvement Cost: $1,361,000, Total Project Cost: $3,685,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 105344, Location: 0.6 MI N E BR DELAWARE R (Lat: 42.131736, Lng: -74.695697), Route carried "on" structure: State highway 28, Year Built: 1968, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,056 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: H 20, Features Intersected: PLATTE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.954, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.24m (20.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,430,000, Roadway Improvement Cost: $837,000, Total Project Cost: $2,267,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 105344, Location: 0.6 MI N E BR DELAWARE R (Lat: 42.131736, Lng: -74.695697), Route carried "on" structure: State highway 28, Year Built: 1968, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 1,056 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,066 (year 2040), Design Load: H 20, Features Intersected: PLATTE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.954, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.24m (20.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,430,000, Roadway Improvement Cost: $837,000, Total Project Cost: $2,267,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 105345, Location: .01 MI NW JCT RTS 30 & 28 (Lat: 42.148433, Lng: -74.647956), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,918 (year 2040), Design Load: HS 25 or greater, Features Intersected: BINNE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.725, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $196,000, Total Project Cost: $532,000 ( Estimate for 2021)
Structure Number: 105345, Location: .01 MI NW JCT RTS 30 & 28 (Lat: 42.148433, Lng: -74.647956), Route carried "on" structure: State highway 30, Year Built: 1993, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,798 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,918 (year 2040), Design Load: HS 25 or greater, Features Intersected: BINNE KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.725, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $196,000, Total Project Cost: $532,000 ( Estimate for 2021)
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Structure Number: 109404, Location: 0.3 MI SW MARGARETVILLE (Lat: 42.123308, Lng: -74.672842), Route carried "on" structure: State highway 28, Year Built: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,724 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,740 (year 2040), Features Intersected: HUCKLEBERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.524, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.6 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: 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: $261,000, Roadway Improvement Cost: $153,000, Total Project Cost: $413,000 ( Estimate for 2021)
Structure Number: 109404, Location: 0.3 MI SW MARGARETVILLE (Lat: 42.123308, Lng: -74.672842), Route carried "on" structure: State highway 28, Year Built: 1969, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,724 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,740 (year 2040), Features Intersected: HUCKLEBERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.524, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.2m (13.8ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 75.6 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: 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: $261,000, Roadway Improvement Cost: $153,000, Total Project Cost: $413,000 ( Estimate for 2021)
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Structure Number: 222699, Location: 1.5 MI.S.OF NEW KINGSTON (Lat: 42.195828, Lng: -74.677128), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2039), Features Intersected: PLATTE KILL, Facility Carried by Structure: CRAWFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $127,000, Total Project Cost: $344,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222699, Location: 1.5 MI.S.OF NEW KINGSTON (Lat: 42.195828, Lng: -74.677128), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 7 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 10 (year 2039), Features Intersected: PLATTE KILL, Facility Carried by Structure: CRAWFORD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $217,000, Roadway Improvement Cost: $127,000, Total Project Cost: $344,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222701, Location: 5 MI N OF MARGARETVILLE (Lat: 42.204033, Lng: -74.677775), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7 (year 2039), Design Load: HS 25 or greater, Features Intersected: PLATTE KILL, Facility Carried by Structure: VAN BENCHOTEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.0 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $246,000, Total Project Cost: $667,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 222701, Location: 5 MI N OF MARGARETVILLE (Lat: 42.204033, Lng: -74.677775), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 5 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 7 (year 2039), Design Load: HS 25 or greater, Features Intersected: PLATTE KILL, Facility Carried by Structure: VAN BENCHOTEN RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.0 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $421,000, Roadway Improvement Cost: $246,000, Total Project Cost: $667,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 227037, Location: 200 yards NE of Margaretv (Lat: 42.149300, Lng: -74.650256), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 976 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,366 (year 2040), Design Load: HS 25 or greater, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $548,000, Roadway Improvement Cost: $321,000, Total Project Cost: $870,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 227037, Location: 200 yards NE of Margaretv (Lat: 42.149300, Lng: -74.650256), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 976 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,366 (year 2040), Design Load: HS 25 or greater, Features Intersected: BULL RUN CREEK, Facility Carried by Structure: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $548,000, Roadway Improvement Cost: $321,000, Total Project Cost: $870,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335295, Location: 200 FT OFF NYS RT 28 (Lat: 42.148478, Lng: -74.694869), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1999, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 181 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 253 (year 2036), Design Load: HS 25 or greater, Features Intersected: PLATTE KILL, Facility Carried by Structure: NEW KINGSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $347,000, Total Project Cost: $940,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335295, Location: 200 FT OFF NYS RT 28 (Lat: 42.148478, Lng: -74.694869), Route carried "on" structure: County highway , Year Built: 1949, Year Reconstructed: 1999, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 181 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 253 (year 2036), Design Load: HS 25 or greater, Features Intersected: PLATTE KILL, Facility Carried by Structure: NEW KINGSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.351, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 19.2m (63.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Satisfactory, Operating Rating: 81.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $593,000, Roadway Improvement Cost: $347,000, Total Project Cost: $940,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335296, Location: 0.3 MI S OF NEW KINGSTON (Lat: 42.206381, Lng: -74.678669), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 541 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 757 (year 2040), Features Intersected: PLATTE KILL, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $193,000, Total Project Cost: $522,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335296, Location: 0.3 MI S OF NEW KINGSTON (Lat: 42.206381, Lng: -74.678669), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 541 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 757 (year 2040), Features Intersected: PLATTE KILL, Facility Carried by Structure: COUNTY ROAD 6
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $193,000, Total Project Cost: $522,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3353, Location: 1.1 MILES N OF ARKVILLE (Lat: 42.161258, Lng: -74.620331), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,661 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 2,325 (year 2036), Design Load: HS 20+Mod, Features Intersected: E BR DELAWARE RVR, Facility Carried by Structure: ARKVLLE CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 3353, Location: 1.1 MILES N OF ARKVILLE (Lat: 42.161258, Lng: -74.620331), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.13m (6.99ft), Average Daily Traffic: 1,661 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 2,325 (year 2036), Design Load: HS 20+Mod, Features Intersected: E BR DELAWARE RVR, Facility Carried by Structure: ARKVLLE CUTOFF RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.496, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 19.8m (65.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.13m (6.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $752,000, Roadway Improvement Cost: $440,000, Total Project Cost: $1,192,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 335301, Location: 4.5 MI S OF MARGRETVILLE (Lat: 42.080544, Lng: -74.663036), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 31 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 43 (year 2037), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: MILL BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.546, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $244,000, Total Project Cost: $660,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 335301, Location: 4.5 MI S OF MARGRETVILLE (Lat: 42.080544, Lng: -74.663036), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 31 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 43 (year 2037), Design Load: HS 20, Features Intersected: MILL BROOK, Facility Carried by Structure: MILL BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.546, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.4m (21.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $416,000, Roadway Improvement Cost: $244,000, Total Project Cost: $660,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 335303, Location: 2.2 MI S OF MARGARETVILLE (Lat: 42.113114, Lng: -74.653408), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 154 (year 2039), Design Load: HS 20, Features Intersected: HUCKLEBERRY BROOK, Facility Carried by Structure: HUCKLEBERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $195,000, Total Project Cost: $527,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 335303, Location: 2.2 MI S OF MARGARETVILLE (Lat: 42.113114, Lng: -74.653408), Route carried "on" structure: Other road , Year Built: 1959, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 110 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 154 (year 2039), Design Load: HS 20, Features Intersected: HUCKLEBERRY BROOK, Facility Carried by Structure: HUCKLEBERRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Poor, Channel: Poor, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 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 minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $332,000, Roadway Improvement Cost: $195,000, Total Project Cost: $527,000 ( 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: 335305, Location: 2.2 MI E OF MARGARETVILLE (Lat: 42.140722, Lng: -74.603706), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 43 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2038), Design Load: HS 20, Features Intersected: DRY BROOK, Facility Carried by Structure: ERPF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Inventory Rating: 61.7 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $412,000, Total Project Cost: $1,117,000 ( 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: 335305, Location: 2.2 MI E OF MARGARETVILLE (Lat: 42.140722, Lng: -74.603706), Route carried "on" structure: Other road , Year Built: 2002, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 43 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 60 (year 2038), Design Load: HS 20, Features Intersected: DRY BROOK, Facility Carried by Structure: ERPF ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Inventory Rating: 61.7 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 desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2020, Critical Feature Inspection Date: June 2020, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $412,000, Total Project Cost: $1,117,000 ( 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: 335306, Location: IN MARGARETVILLE (Lat: 42.144722, Lng: -74.653147), Route carried "on" structure: Alternate Other road , Year Built: 1997, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,283 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,796 (year 2036), Features Intersected: E BR DELAWARE RIVER, Facility Carried by Structure: FAIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $959,000, Roadway Improvement Cost: $562,000, Total Project Cost: $1,521,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335306, Location: IN MARGARETVILLE (Lat: 42.144722, Lng: -74.653147), Route carried "on" structure: Alternate Other road , Year Built: 1997, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,283 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,796 (year 2036), Features Intersected: E BR DELAWARE RIVER, Facility Carried by Structure: FAIR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Owner: County 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: 2, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $959,000, Roadway Improvement Cost: $562,000, Total Project Cost: $1,521,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335311, Location: AT INT WITH CR 6 (Lat: 42.166739, Lng: -74.683358), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 128 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 179 (year 2036), Design Load: HS 25 or greater, Features Intersected: PLATTE KILL, Facility Carried by Structure: WEAVER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $453,000, Roadway Improvement Cost: $265,000, Total Project Cost: $718,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335311, Location: AT INT WITH CR 6 (Lat: 42.166739, Lng: -74.683358), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 128 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 179 (year 2036), Design Load: HS 25 or greater, Features Intersected: PLATTE KILL, Facility Carried by Structure: WEAVER HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $453,000, Roadway Improvement Cost: $265,000, Total Project Cost: $718,000 ( Estimate for 2021), Deck Structure Type: Corrugated Steel, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335312, Location: AT KELLY CORNERS (Lat: 42.183039, Lng: -74.601731), Route carried "on" structure: Other road , Year Built: 1976, Year Reconstructed: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 240 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 336 (year 2038), Design Load: HS 20, Features Intersected: E BR DELAWARE RIVER, Facility Carried by Structure: EAST HUBBLE HILL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $256,000, Total Project Cost: $693,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335312, Location: AT KELLY CORNERS (Lat: 42.183039, Lng: -74.601731), Route carried "on" structure: Other road , Year Built: 1976, Year Reconstructed: 1996, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 240 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 336 (year 2038), Design Load: HS 20, Features Intersected: E BR DELAWARE RIVER, Facility Carried by Structure: EAST HUBBLE HILL R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.004, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $437,000, Roadway Improvement Cost: $256,000, Total Project Cost: $693,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335313, Location: 3.8 MILES N OF DUNRAVEN (Lat: 42.184850, Lng: -74.675628), Route carried "on" structure: Other road , Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 27 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2039), Features Intersected: PLATTE KILL, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $200,000, Total Project Cost: $541,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335313, Location: 3.8 MILES N OF DUNRAVEN (Lat: 42.184850, Lng: -74.675628), Route carried "on" structure: Other road , Year Built: 1961, Year Reconstructed: 1993, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 27 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 38 (year 2039), Features Intersected: PLATTE KILL, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.2m (23.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $341,000, Roadway Improvement Cost: $200,000, Total Project Cost: $541,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335314, Location: 3.9 MILES N OF DUNRAVEN (Lat: 42.186800, Lng: -74.675828), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 42 (year 2038), Design Load: HS 20, Features Intersected: PLATTE KILL, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $205,000, Total Project Cost: $555,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335314, Location: 3.9 MILES N OF DUNRAVEN (Lat: 42.186800, Lng: -74.675828), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 30 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 42 (year 2038), Design Load: HS 20, Features Intersected: PLATTE KILL, Facility Carried by Structure: BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.271, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $350,000, Roadway Improvement Cost: $205,000, Total Project Cost: $555,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335356, Location: 4.5 MI SW OF MARGRETVILLE (Lat: 42.083956, Lng: -74.679808), Route carried "on" structure: Other road , Year Built: 1971, Year Reconstructed: 1993, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4 (year 2038), Features Intersected: MILL BROOK, Facility Carried by Structure: KITTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, 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: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $144,000, Total Project Cost: $389,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335356, Location: 4.5 MI SW OF MARGRETVILLE (Lat: 42.083956, Lng: -74.679808), Route carried "on" structure: Other road , Year Built: 1971, Year Reconstructed: 1993, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 3 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 4 (year 2038), Features Intersected: MILL BROOK, Facility Carried by Structure: KITTLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, 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: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 4.8m (15.7ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Very good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $144,000, Total Project Cost: $389,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 336963, Location: N OF MARGARETVILLE (Lat: 42.155242, Lng: -74.652397), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 145 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 203 (year 2038), Features Intersected: BULL RUN, Facility Carried by Structure: BULL RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $487,000, Total Project Cost: $1,319,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336963, Location: N OF MARGARETVILLE (Lat: 42.155242, Lng: -74.652397), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 145 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 203 (year 2038), Features Intersected: BULL RUN, Facility Carried by Structure: BULL RUN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $832,000, Roadway Improvement Cost: $487,000, Total Project Cost: $1,319,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33709, Location: Margaretville (Lat: 42.148881, Lng: -74.650292), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 1.68m (5.51ft), Features Intersected: BULL RUN STREAM, Facility Carried by Structure: SWART STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $320,000, Total Project Cost: $867,000 ( 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: 33709, Location: Margaretville (Lat: 42.148881, Lng: -74.650292), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 1.68m (5.51ft), Features Intersected: BULL RUN STREAM, Facility Carried by Structure: SWART STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $320,000, Total Project Cost: $867,000 ( 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: 552367, Location: 1.0 MI W OF MARGARETVILLE (Lat: 42.121978, Lng: -74.673586), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.70m (2.30ft), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: HUCKLEBERRY BROOK, Facility Carried by Structure: N.Y.C. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $40,000, Total Project Cost: $108,000 ( Estimate for 2021)
Structure Number: 552367, Location: 1.0 MI W OF MARGARETVILLE (Lat: 42.121978, Lng: -74.673586), Route carried "on" structure: City street , Year Built: 1954, Status: Open, Structure Length: 0.70m (2.30ft), Truck Traffic: 8%, Design Load: HS 20, Features Intersected: HUCKLEBERRY BROOK, Facility Carried by Structure: N.Y.C. ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Owner: Local Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $68,000, Roadway Improvement Cost: $40,000, Total Project Cost: $108,000 ( Estimate for 2021)