Bridge Statistics for Livingston Manor, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 187ft / 57.0mTotal length
- $28,094,000Total costs
- 30,230Total average daily traffic
- 3,251Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Livingston Manor
- No street view available for this location
- New bridges - historical statistics
- 41950-1959
- 11960-1969
- 11990-1999
- 72010-2019
- Bridge Condition - Deck
- 18.2%Very good
- 18.2%Good
- 27.3%Satisfactory
- 27.3%Fair
- 9.1%Serious
- Bridge Condition - Superstructure
- 63.6%Very good
- 9.1%Satisfactory
- 9.1%Fair
- 18.2%Poor
- Bridge Condition - Substructure
- 45.5%Very good
- 27.3%Good
- 27.3%Fair
- Bridge Condition - Channel
- 9.1%Very good
- 54.5%Good
- 18.2%Satisfactory
- 18.2%Fair
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Structure Number: 1013541, Location: 1.4 MI W EXIT 98 OF SH 17 (Lat: 41.861544, Lng: -74.784694), Route carried "on" structure: ServiceCounty highway 17, Year Built: 1950, Year Reconstructed: 2012, Status: Open, Structure Length: 2.35m (7.71ft), Design Load: HS 20, Features Intersected: LITT BEAVER KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,163,000, Roadway Improvement Cost: $681,000, Total Project Cost: $1,844,000 ( 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: 1013541, Location: 1.4 MI W EXIT 98 OF SH 17 (Lat: 41.861544, Lng: -74.784694), Route carried "on" structure: ServiceCounty highway 17, Year Built: 1950, Year Reconstructed: 2012, Status: Open, Structure Length: 2.35m (7.71ft), Design Load: HS 20, Features Intersected: LITT BEAVER KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.317, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.34m (7.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,163,000, Roadway Improvement Cost: $681,000, Total Project Cost: $1,844,000 ( 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: 1013551, Location: 1.1 M W OF PARKSVILLE EX (Lat: 41.860433, Lng: -74.779400), Route carried "on" structure: ServiceCounty highway 17, Year Built: 1950, Year Reconstructed: 2012, Status: Open, Structure Length: 2.87m (9.42ft), Design Load: HS 20, Features Intersected: LITTL BEAVER KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,591,000, Roadway Improvement Cost: $932,000, Total Project Cost: $2,523,000 ( 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: 1013551, Location: 1.1 M W OF PARKSVILLE EX (Lat: 41.860433, Lng: -74.779400), Route carried "on" structure: ServiceCounty highway 17, Year Built: 1950, Year Reconstructed: 2012, Status: Open, Structure Length: 2.87m (9.42ft), Design Load: HS 20, Features Intersected: LITTL BEAVER KILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 11.9m (39.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,591,000, Roadway Improvement Cost: $932,000, Total Project Cost: $2,523,000 ( 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: 1079021, Location: Parksville (Lat: 41.861467, Lng: -74.785422), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: FOX MOUNTAIN ROAD, LITTL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,166,000, Roadway Improvement Cost: $1,854,000, Total Project Cost: $5,020,000 ( 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: 1079021, Location: Parksville (Lat: 41.861467, Lng: -74.785422), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: FOX MOUNTAIN ROAD, LITTL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.0m (157.5ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,166,000, Roadway Improvement Cost: $1,854,000, Total Project Cost: $5,020,000 ( 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: 1079022, Location: Parksville (Lat: 41.861472, Lng: -74.785736), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Fox Mountain RD, Little
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 63.5m (208.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,518,000, Roadway Improvement Cost: $2,060,000, Total Project Cost: $5,578,000 ( 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: 1079022, Location: Parksville (Lat: 41.861472, Lng: -74.785736), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 10.97m (35.99ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Fox Mountain RD, Little
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.940, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 63.5m (208.3ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.97m (35.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $3,518,000, Roadway Improvement Cost: $2,060,000, Total Project Cost: $5,578,000 ( 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: 1079031, Location: Parksville (Lat: 41.858022, Lng: -74.771822), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Ravine
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $228,000, Total Project Cost: $617,000 ( Estimate for 2021)
Structure Number: 1079031, Location: Parksville (Lat: 41.858022, Lng: -74.771822), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Ravine
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $389,000, Roadway Improvement Cost: $228,000, Total Project Cost: $617,000 ( Estimate for 2021)
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Structure Number: 1079032, Location: 4.5 mi NW of Liberty (Lat: 41.857781, Lng: -74.771975), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Ravine
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $305,000, Total Project Cost: $825,000 ( Estimate for 2021)
Structure Number: 1079032, Location: 4.5 mi NW of Liberty (Lat: 41.857781, Lng: -74.771975), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Ravine
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.131, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $305,000, Total Project Cost: $825,000 ( Estimate for 2021)
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Structure Number: 1079041, Location: Parksville (Lat: 41.857653, Lng: -74.768800), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 24.63m (80.81ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Various Ravines
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.421, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.62m (80.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,238,000, Roadway Improvement Cost: $3,653,000, Total Project Cost: $9,891,000 ( 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: 1079041, Location: Parksville (Lat: 41.857653, Lng: -74.768800), Route carried "on" structure: State highway 17, Year Built: 2011, Status: Open, Structure Length: 24.63m (80.81ft), Average Daily Traffic: 5,785 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 9,027 (year 2040), Design Load: HL 93, Features Intersected: Various Ravines
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.421, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 67.1m (220.1ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 24.62m (80.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $6,238,000, Roadway Improvement Cost: $3,653,000, Total Project Cost: $9,891,000 ( 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: 222903, Location: 1.6 MI W OF PARKSVILLE (Lat: 41.860811, Lng: -74.786394), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 328 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 459 (year 2039), Design Load: HS 20, Features Intersected: BENTON HOLLOW BRK, Facility Carried by Structure: BENTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $168,000, Total Project Cost: $455,000 ( 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: 222903, Location: 1.6 MI W OF PARKSVILLE (Lat: 41.860811, Lng: -74.786394), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 328 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 459 (year 2039), Design Load: HS 20, Features Intersected: BENTON HOLLOW BRK, Facility Carried by Structure: BENTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.627, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 98.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $287,000, Roadway Improvement Cost: $168,000, Total Project Cost: $455,000 ( 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: 335608, Location: 2.1 MILES SW OF LIV MANOR (Lat: 41.884364, Lng: -74.844897), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 825 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,155 (year 2037), Design Load: HS 20, Features Intersected: CATTAIL BROOK, Facility Carried by Structure: COUNTY ROAD 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $842,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335608, Location: 2.1 MILES SW OF LIV MANOR (Lat: 41.884364, Lng: -74.844897), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 825 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,155 (year 2037), Design Load: HS 20, Features Intersected: CATTAIL BROOK, Facility Carried by Structure: COUNTY ROAD 149
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.054, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.2 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $842,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335671, Location: 1.9 MILES W OF PARKSVILLE (Lat: 41.856044, Lng: -74.783622), Route carried "on" structure: Alternate Other road , Year Built: 1968, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 76 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 106 (year 2038), Features Intersected: BENTON HOLLOW BRK, Facility Carried by Structure: BENTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.179, 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: 9.1m (29.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $86,000, Total Project Cost: $233,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335671, Location: 1.9 MILES W OF PARKSVILLE (Lat: 41.856044, Lng: -74.783622), Route carried "on" structure: Alternate Other road , Year Built: 1968, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 76 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 106 (year 2038), Features Intersected: BENTON HOLLOW BRK, Facility Carried by Structure: BENTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.179, 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: 9.1m (29.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.2m (13.8ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 16.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $147,000, Roadway Improvement Cost: $86,000, Total Project Cost: $233,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335672, Location: 1.6 MILES W OF PARKSVILLE (Lat: 41.860192, Lng: -74.786156), Route carried "on" structure: Alternate Other road , Year Built: 1952, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 76 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 106 (year 2038), Features Intersected: BENTON HOLLOW BRK, Facility Carried by Structure: BENTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $98,000, Total Project Cost: $266,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335672, Location: 1.6 MILES W OF PARKSVILLE (Lat: 41.860192, Lng: -74.786156), Route carried "on" structure: Alternate Other road , Year Built: 1952, Status: Posted for load, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 76 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 106 (year 2038), Features Intersected: BENTON HOLLOW BRK, Facility Carried by Structure: BENTON HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.677, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 20.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 11.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $98,000, Total Project Cost: $266,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1079021, Location: Parksville (Lat: 41.861467, Lng: -74.785422), Route carried "under" structure: Other road , Year Built: 2011, Structure Length: 0. m, Features Intersected: FOX MOUNTAIN ROAD, LITTL, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 10.82m (35.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.0m (157.5ft)
Structure Number: 1079021, Location: Parksville (Lat: 41.861467, Lng: -74.785422), Route carried "under" structure: Other road , Year Built: 2011, Structure Length: 0. m, Features Intersected: FOX MOUNTAIN ROAD, LITTL, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 10.82m (35.50ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 48.0m (157.5ft)
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Structure Number: 1079022, Location: Parksville (Lat: 41.861472, Lng: -74.785736), Route carried "under" structure: County highway , Year Built: 2011, Structure Length: 0. m, Features Intersected: Fox Mountain RD, Little, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.5m (208.3ft)
Structure Number: 1079022, Location: Parksville (Lat: 41.861472, Lng: -74.785736), Route carried "under" structure: County highway , Year Built: 2011, Structure Length: 0. m, Features Intersected: Fox Mountain RD, Little, Facility Carried by Structure: RTE 17
Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 63.5m (208.3ft)