Bridge Statistics for Philipstown, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 151ft / 45.9mTotal length
- $55,790,000Total costs
- 61,008Total average daily traffic
- 2,965Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Philipstown
- No street view available for this location
- New bridges - historical statistics
- 51920-1929
- 41930-1939
- 11940-1949
- 11960-1969
- 11980-1989
- 11990-1999
- 22000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- 21990-1999
- Bridge Condition - Deck
- 8.3%Excellent
- 41.7%Good
- 25.0%Satisfactory
- 16.7%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 8.3%Very good
- 8.3%Good
- 25.0%Satisfactory
- 41.7%Fair
- 16.7%Poor
- Bridge Condition - Substructure
- 8.3%Very good
- 16.7%Good
- 41.7%Satisfactory
- 25.0%Fair
- 8.3%Poor
- Bridge Condition - Channel
- 8.3%Very good
- 16.7%Good
- 58.3%Satisfactory
- 16.7%Fair
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Structure Number: 100517, Location: 3.5 MI S JCT US 9 & SH301 (Lat: 41.389250, Lng: -73.913008), Route carried "on" structure: US 9, Year Built: 2000, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 11,138 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 11,243 (year 2040), Design Load: HS 25 or greater, Features Intersected: PHILIPSE BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.369, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,650,000, Roadway Improvement Cost: $966,000, Total Project Cost: $2,616,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 100517, Location: 3.5 MI S JCT US 9 & SH301 (Lat: 41.389250, Lng: -73.913008), Route carried "on" structure: US 9, Year Built: 2000, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 11,138 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 11,243 (year 2040), Design Load: HS 25 or greater, Features Intersected: PHILIPSE BRIDGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.369, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), 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: 21.6m (70.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,650,000, Roadway Improvement Cost: $966,000, Total Project Cost: $2,616,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 100519, Location: 3.6 MI N JCT US 9 & SH 30 (Lat: 41.485933, Lng: -73.907883), Route carried "on" structure: US 9, Year Built: 1940, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 15,284 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,429 (year 2040), Design Load: H 20, Features Intersected: CLOVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.881, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,815,000, Roadway Improvement Cost: $1,063,000, Total Project Cost: $2,877,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100519, Location: 3.6 MI N JCT US 9 & SH 30 (Lat: 41.485933, Lng: -73.907883), Route carried "on" structure: US 9, Year Built: 1940, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 15,284 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 15,429 (year 2040), Design Load: H 20, Features Intersected: CLOVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.881, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.3m (50.2ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Satisfactory, Channel: Fair, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,815,000, Roadway Improvement Cost: $1,063,000, Total Project Cost: $2,877,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100629, Location: 0.8 MI N JCT SH 9D & SH 4 (Lat: 41.385600, Lng: -73.934806), Route carried "on" structure: State highway 9D, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,089 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 9,481 (year 2040), Design Load: H 20, Features Intersected: PHILLIPSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 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: 34.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $611,000 ( Estimate for 2021)
Structure Number: 100629, Location: 0.8 MI N JCT SH 9D & SH 4 (Lat: 41.385600, Lng: -73.934806), Route carried "on" structure: State highway 9D, Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 9,089 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 9,481 (year 2040), Design Load: H 20, Features Intersected: PHILLIPSE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 44.4 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: 34.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $611,000 ( Estimate for 2021)
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Structure Number: 10063, Location: 2.0 MI. S.JCT.RTS 9D&301 (Lat: 41.404719, Lng: -73.931408), Route carried "on" structure: State highway 9D, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 9,089 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 9,481 (year 2040), Design Load: HS 20, Features Intersected: INDIAN BROOK ROAD, INDIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.314, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $16,272,000, Roadway Improvement Cost: $9,529,000, Total Project Cost: $25,801,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 10063, Location: 2.0 MI. S.JCT.RTS 9D&301 (Lat: 41.404719, Lng: -73.931408), Route carried "on" structure: State highway 9D, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 19.20m (62.99ft), Average Daily Traffic: 9,089 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 9,481 (year 2040), Design Load: HS 20, Features Intersected: INDIAN BROOK ROAD, INDIA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.314, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 4, Number Of Approach Spans: 6, Length of Maximum Span: 57.9m (190.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, 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: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 19.20m (62.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2021, Critical Feature Inspection Date: November 2021, Bridge Improvement Cost: $16,272,000, Roadway Improvement Cost: $9,529,000, Total Project Cost: $25,801,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 100631, Location: 3.4 MI.S.JCT.RTS.9D&301 (Lat: 41.418728, Lng: -73.945969), Route carried "on" structure: State highway 9D, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,424 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 7,744 (year 2040), Design Load: HS 20, Features Intersected: FOUNDRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.31m (23.98ft), 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: $6,599,000, Roadway Improvement Cost: $3,864,000, Total Project Cost: $10,463,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 100631, Location: 3.4 MI.S.JCT.RTS.9D&301 (Lat: 41.418728, Lng: -73.945969), Route carried "on" structure: State highway 9D, Year Built: 1929, Year Reconstructed: 1985, Status: Open, Structure Length: 7.32m (24.02ft), Average Daily Traffic: 7,424 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 7,744 (year 2040), Design Load: HS 20, Features Intersected: FOUNDRY BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.518, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Material/Design: Steel, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 6, Length of Maximum Span: 40.8m (133.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Very good, Operating Rating: 75.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 7.31m (23.98ft), 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: $6,599,000, Roadway Improvement Cost: $3,864,000, Total Project Cost: $10,463,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 104528, Location: 0.7 MI E JCT RTS 301+9 (Lat: 41.438219, Lng: -73.900367), Route carried "on" structure: State highway 301, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,864 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,180 (year 2040), Design Load: HS 25 or greater, Features Intersected: CLOVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.294, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 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: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,498,000, Roadway Improvement Cost: $877,000, Total Project Cost: $2,375,000 ( 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: 104528, Location: 0.7 MI E JCT RTS 301+9 (Lat: 41.438219, Lng: -73.900367), Route carried "on" structure: State highway 301, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,864 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,180 (year 2040), Design Load: HS 25 or greater, Features Intersected: CLOVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.294, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 6 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Satisfactory, Operating Rating: 48.6 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: 37.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,498,000, Roadway Improvement Cost: $877,000, Total Project Cost: $2,375,000 ( 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: 104529, Location: 1.0 MI E JCT RTS 301+9 (Lat: 41.439475, Lng: -73.896203), Route carried "on" structure: State highway 301, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,864 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,180 (year 2040), Design Load: HS 25 or greater, Features Intersected: CLOVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.9 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,691,000, Roadway Improvement Cost: $990,000, Total Project Cost: $2,681,000 ( 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: 104529, Location: 1.0 MI E JCT RTS 301+9 (Lat: 41.439475, Lng: -73.896203), Route carried "on" structure: State highway 301, Year Built: 1938, Year Reconstructed: 1995, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 2,864 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 3,180 (year 2040), Design Load: HS 25 or greater, Features Intersected: CLOVE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.680, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 6 degrees, 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: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 62.9 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: 48.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,691,000, Roadway Improvement Cost: $990,000, Total Project Cost: $2,681,000 ( 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: 222388, Location: AT GARRISON-UPPERGARRISON (Lat: 41.384122, Lng: -73.946383), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 2.96m (9.71ft), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: MNRR HUDSON LINE, Facility Carried by Structure: UPPER GARRISON STR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,033,000, Roadway Improvement Cost: $1,191,000, Total Project Cost: $3,224,000 ( 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: 222388, Location: AT GARRISON-UPPERGARRISON (Lat: 41.384122, Lng: -73.946383), Route carried "on" structure: Other road , Year Built: 1990, Status: Open, Structure Length: 2.96m (9.71ft), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: MNRR HUDSON LINE, Facility Carried by Structure: UPPER GARRISON STR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township 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: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,033,000, Roadway Improvement Cost: $1,191,000, Total Project Cost: $3,224,000 ( 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: 222389, Location: .4 MI East of Rt. 9 (Lat: 41.478189, Lng: -73.907769), Route carried "on" structure: Other road , Year Built: 1925, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 70 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 98 (year 2036), Features Intersected: CLOVE CREEK, Facility Carried by Structure: HORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township 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: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $754,000, Roadway Improvement Cost: $441,000, Total Project Cost: $1,195,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222389, Location: .4 MI East of Rt. 9 (Lat: 41.478189, Lng: -73.907769), Route carried "on" structure: Other road , Year Built: 1925, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 70 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 98 (year 2036), Features Intersected: CLOVE CREEK, Facility Carried by Structure: HORTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: Town or Township 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: 9.4m (30.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 75.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $754,000, Roadway Improvement Cost: $441,000, Total Project Cost: $1,195,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222391, Location: 2.7 MI NE OF N HIGHLAND (Lat: 41.487514, Lng: -73.882458), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 95 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 133 (year 2040), Features Intersected: OUTLET BEACON RESERVOIR, Facility Carried by Structure: EAST MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $184,000, Total Project Cost: $498,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222391, Location: 2.7 MI NE OF N HIGHLAND (Lat: 41.487514, Lng: -73.882458), Route carried "on" structure: Other road , Year Built: 1935, Year Reconstructed: 1986, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 95 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 133 (year 2040), Features Intersected: OUTLET BEACON RESERVOIR, Facility Carried by Structure: EAST MOUNTAIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.685, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.5m (18.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 97.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 70.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2021, Bridge Improvement Cost: $314,000, Roadway Improvement Cost: $184,000, Total Project Cost: $498,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 32239, Location: 3.0MI SE OF BEACON (Lat: 41.488378, Lng: -73.907589), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Truck Traffic: 10%, Features Intersected: CLOVE CREEK, Facility Carried by Structure: OLD ALBANY POST RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $641,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 32239, Location: 3.0MI SE OF BEACON (Lat: 41.488378, Lng: -73.907589), Route carried "on" structure: Other road , Year Built: 1984, Status: Open, Structure Length: 1.22m (4.00ft), Truck Traffic: 10%, Features Intersected: CLOVE CREEK, Facility Carried by Structure: OLD ALBANY POST RO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.579, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 74.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $641,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 334569, Location: 3.7 MI NE OF PEEKSKILL (Lat: 41.337544, Lng: -73.904394), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,691 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,092 (year 2040), Features Intersected: CANOPUS CREEK, Facility Carried by Structure: SPROUT BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $289,000, Total Project Cost: $784,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334569, Location: 3.7 MI NE OF PEEKSKILL (Lat: 41.337544, Lng: -73.904394), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1958, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,691 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 2,092 (year 2040), Features Intersected: CANOPUS CREEK, Facility Carried by Structure: SPROUT BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.1m (3.6ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: High priority of corrective action, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $494,000, Roadway Improvement Cost: $289,000, Total Project Cost: $784,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33457, Location: 5.0 MI NE OF COLD SPRING (Lat: 41.480617, Lng: -73.909297), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 13 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 18 (year 2038), Features Intersected: CLOVE CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $386,000, Total Project Cost: $1,044,000 ( 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: 33457, Location: 5.0 MI NE OF COLD SPRING (Lat: 41.480617, Lng: -73.909297), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 13 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 18 (year 2038), Features Intersected: CLOVE CREEK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.2m (53.1ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $658,000, Roadway Improvement Cost: $386,000, Total Project Cost: $1,044,000 ( 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: 334571, Location: AT N HIGHLAND (Lat: 41.458561, Lng: -73.920014), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,387 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,942 (year 2038), Features Intersected: CLOVE CREEK, Facility Carried by Structure: E MOUNTAIN RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $362,000, Total Project Cost: $980,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334571, Location: AT N HIGHLAND (Lat: 41.458561, Lng: -73.920014), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 1.55m (5.09ft), Average Daily Traffic: 1,387 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 1,942 (year 2038), Features Intersected: CLOVE CREEK, Facility Carried by Structure: E MOUNTAIN RD S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 75.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.55m (5.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $618,000, Roadway Improvement Cost: $362,000, Total Project Cost: $980,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100517, Location: 3.5 MI S JCT US 9 & SH301 (Lat: 41.389250, Lng: -73.913008), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Features Intersected: PHILIPSE BRIDGE ROAD, Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.6m (70.9ft)
Structure Number: 100517, Location: 3.5 MI S JCT US 9 & SH301 (Lat: 41.389250, Lng: -73.913008), Route carried "under" structure: Other road , Year Built: 2000, Structure Length: 0. m, Features Intersected: PHILIPSE BRIDGE ROAD, Facility Carried by Structure: RTE 9
Minimum Vertical Clearance: 4.34m (14.24ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 21.6m (70.9ft)
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Structure Number: 10063, Location: 2.0 MI. S.JCT.RTS 9D&301 (Lat: 41.404719, Lng: -73.931408), Route carried "under" structure: Other road , Year Built: 1929, Structure Length: 0. m, Truck Traffic: 8%, Features Intersected: INDIAN BROOK ROAD, INDIA, Facility Carried by Structure: RTE 9D
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Arch - Deck, Length of Maximum Span: 57.9m (190.0ft)
Structure Number: 10063, Location: 2.0 MI. S.JCT.RTS 9D&301 (Lat: 41.404719, Lng: -73.931408), Route carried "under" structure: Other road , Year Built: 1929, Structure Length: 0. m, Truck Traffic: 8%, Features Intersected: INDIAN BROOK ROAD, INDIA, Facility Carried by Structure: RTE 9D
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Arch - Deck, Length of Maximum Span: 57.9m (190.0ft)