Bridge Statistics for Milan, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 72ft / 21.6mTotal length
- $23,174,000Total costs
- 31,548Total average daily traffic
- 641Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Milan
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 21930-1939
- 11940-1949
- 31950-1959
- 22000-2009
- 42010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- Bridge Condition - Deck
- 30.0%Very good
- 10.0%Good
- 30.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
- Bridge Condition - Superstructure
- 10.0%Excellent
- 20.0%Very good
- 20.0%Good
- 30.0%Fair
- 20.0%Poor
- Bridge Condition - Substructure
- 10.0%Excellent
- 20.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 50.0%Fair
- Bridge Condition - Channel
- 9.1%Good
- 63.6%Satisfactory
- 18.2%Fair
- 9.1%Poor
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Structure Number: 104004, Location: 0.1 MI W JCT RTS 199+308 (Lat: 41.971317, Lng: -73.821431), Route carried "on" structure: State highway 199, Year Built: 2016, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,216 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 5,792 (year 2040), Design Load: HL 93, Features Intersected: SAWKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 15.5m (50.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $876,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 104004, Location: 0.1 MI W JCT RTS 199+308 (Lat: 41.971317, Lng: -73.821431), Route carried "on" structure: State highway 199, Year Built: 2016, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 5,216 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 5,792 (year 2040), Design Load: HL 93, Features Intersected: SAWKILL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.060, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 15.5m (50.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Inventory Rating: 63.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $876,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 104005, Location: 1 MILE W JCT SH 199 & TSP (Lat: 41.953650, Lng: -73.774547), Route carried "on" structure: State highway 199, Year Built: 1949, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,311 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,008 (year 2040), Design Load: H 20, Features Intersected: WARNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.7 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $351,000, Total Project Cost: $951,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104005, Location: 1 MILE W JCT SH 199 & TSP (Lat: 41.953650, Lng: -73.774547), Route carried "on" structure: State highway 199, Year Built: 1949, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 6,311 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 7,008 (year 2040), Design Load: H 20, Features Intersected: WARNER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.549, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 51.7 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $600,000, Roadway Improvement Cost: $351,000, Total Project Cost: $951,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1040069, Location: JCT TSP & RTE 199 (Lat: 41.954722, Lng: -73.755131), Route carried "on" structure: Other road 987G, Year Built: 1952, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,904 (year 2020), Average Future Daily Traffic: 16,562 (year 2040), Design Load: HS 20, Features Intersected: RTE 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.207, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,757,000, Roadway Improvement Cost: $2,200,000, Total Project Cost: $5,958,000 ( Estimate for 2021)
Structure Number: 1040069, Location: JCT TSP & RTE 199 (Lat: 41.954722, Lng: -73.755131), Route carried "on" structure: Other road 987G, Year Built: 1952, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 6,904 (year 2020), Average Future Daily Traffic: 16,562 (year 2040), Design Load: HS 20, Features Intersected: RTE 199
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 54.207, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 83.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.82m (5.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,757,000, Roadway Improvement Cost: $2,200,000, Total Project Cost: $5,958,000 ( Estimate for 2021)
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Structure Number: 222301, Location: 2.5 mi SE of Rock City (Lat: 41.952086, Lng: -73.778897), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 186 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 25 or greater, Features Intersected: Warner Creek, Facility Carried by Structure: Salisbury Turnpike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $77,000, Total Project Cost: $208,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222301, Location: 2.5 mi SE of Rock City (Lat: 41.952086, Lng: -73.778897), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 186 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2040), Design Load: HS 25 or greater, Features Intersected: Warner Creek, Facility Carried by Structure: Salisbury Turnpike
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.499, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $131,000, Roadway Improvement Cost: $77,000, Total Project Cost: $208,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222302, Location: 2.5 MI SE OF ROCK CITY (Lat: 41.952483, Lng: -73.776686), Route carried "on" structure: Other road , Year Built: 1928, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 186 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2040), Features Intersected: WARNER CREEK, Facility Carried by Structure: SALISBURY TURNPKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $126,000, Total Project Cost: $341,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222302, Location: 2.5 MI SE OF ROCK CITY (Lat: 41.952483, Lng: -73.776686), Route carried "on" structure: Other road , Year Built: 1928, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 186 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 260 (year 2040), Features Intersected: WARNER CREEK, Facility Carried by Structure: SALISBURY TURNPKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 49.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 20.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $215,000, Roadway Improvement Cost: $126,000, Total Project Cost: $341,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 227045, Location: 5.3 MI NW of TSP & CR 19 (Lat: 41.931983, Lng: -73.789094), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Features Intersected: LITTLE WAPPINGER CREEK, Facility Carried by Structure: PINK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $45,000, Total Project Cost: $122,000 ( Estimate for 2021)
Structure Number: 227045, Location: 5.3 MI NW of TSP & CR 19 (Lat: 41.931983, Lng: -73.789094), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.64m (2.10ft), Features Intersected: LITTLE WAPPINGER CREEK, Facility Carried by Structure: PINK LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $77,000, Roadway Improvement Cost: $45,000, Total Project Cost: $122,000 ( Estimate for 2021)
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Structure Number: 334331, Location: 0.3 MI W OF JACKSON CORS (Lat: 42.017444, Lng: -73.749797), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 383 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 536 (year 2040), Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: COUNTY ROAD 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.751, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $481,000, Total Project Cost: $1,302,000 ( Estimate for 2021)
Structure Number: 334331, Location: 0.3 MI W OF JACKSON CORS (Lat: 42.017444, Lng: -73.749797), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 2.10m (6.89ft), Average Daily Traffic: 383 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 536 (year 2040), Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: COUNTY ROAD 56
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.751, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 58.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.10m (6.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $821,000, Roadway Improvement Cost: $481,000, Total Project Cost: $1,302,000 ( Estimate for 2021)
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Structure Number: 334332, Location: 0.5 MI SW OF JACKSON CORN (Lat: 42.010050, Lng: -73.745783), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 153 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIBUTARY TO ROELIFF JAN, Facility Carried by Structure: COUNTY ROAD 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $224,000, Total Project Cost: $606,000 ( Estimate for 2021)
Structure Number: 334332, Location: 0.5 MI SW OF JACKSON CORN (Lat: 42.010050, Lng: -73.745783), Route carried "on" structure: County highway , Year Built: 2006, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 153 (year 2040), Design Load: HS 25 or greater, Features Intersected: TRIBUTARY TO ROELIFF JAN, Facility Carried by Structure: COUNTY ROAD 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.514, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $382,000, Roadway Improvement Cost: $224,000, Total Project Cost: $606,000 ( Estimate for 2021)
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Structure Number: 334333, Location: 0.3 MI S OF JACKSON CORS (Lat: 42.011872, Lng: -73.743367), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 153 (year 2040), Design Load: HL 93, Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: COUNTY ROAD 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.852, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $462,000, Total Project Cost: $1,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 334333, Location: 0.3 MI S OF JACKSON CORS (Lat: 42.011872, Lng: -73.743367), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 109 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 153 (year 2040), Design Load: HL 93, Features Intersected: ROELIFF JANSEN KL, Facility Carried by Structure: COUNTY ROAD 51
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.852, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 77.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $462,000, Total Project Cost: $1,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 334334, Location: 1.3 MI SW Jct Jackson Crn (Lat: 42.000644, Lng: -73.741244), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 14 (year 2040), Design Load: HL 93, Features Intersected: KOBE CREEK, Facility Carried by Structure: FISH WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.6 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $511,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334334, Location: 1.3 MI SW Jct Jackson Crn (Lat: 42.000644, Lng: -73.741244), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 10 (year 2020), Average Future Daily Traffic: 14 (year 2040), Design Load: HL 93, Features Intersected: KOBE CREEK, Facility Carried by Structure: FISH WOODS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.354, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.6 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $511,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 334335, Location: 1.6 MI W JCT TSP & SH 199 (Lat: 41.953086, Lng: -73.785542), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2040), Features Intersected: LITTLE WAPPINGER CREEK, Facility Carried by Structure: SALISBURY TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $259,000, Total Project Cost: $702,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 334335, Location: 1.6 MI W JCT TSP & SH 199 (Lat: 41.953086, Lng: -73.785542), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 1992, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 189 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 265 (year 2040), Features Intersected: LITTLE WAPPINGER CREEK, Facility Carried by Structure: SALISBURY TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $259,000, Total Project Cost: $702,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5502479, Location: 1.3 MI NW OF MT. ROSS (Lat: 42.012333, Lng: -73.739306), Route carried "on" structure: State highway 987G, Year Built: 1951, Year Reconstructed: 1976, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,904 (year 2020), Average Future Daily Traffic: 16,562 (year 2040), Design Load: H 20, Features Intersected: ROELIFF JANSEN KL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.222, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,525,000, Roadway Improvement Cost: $3,821,000, Total Project Cost: $10,346,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 5502479, Location: 1.3 MI NW OF MT. ROSS (Lat: 42.012333, Lng: -73.739306), Route carried "on" structure: State highway 987G, Year Built: 1951, Year Reconstructed: 1976, Status: Open, Structure Length: 7.65m (25.10ft), Average Daily Traffic: 6,904 (year 2020), Average Future Daily Traffic: 16,562 (year 2040), Design Load: H 20, Features Intersected: ROELIFF JANSEN KL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 61.222, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 31 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 22.3m (73.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.65m (25.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,525,000, Roadway Improvement Cost: $3,821,000, Total Project Cost: $10,346,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1040069, Location: JCT TSP & RTE 199 (Lat: 41.954722, Lng: -73.755131), Route carried "under" structure: State highway 199, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 5,041 (year 2002), Features Intersected: RTE 199, Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 21.351, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 16.8m (55.1ft)
Structure Number: 1040069, Location: JCT TSP & RTE 199 (Lat: 41.954722, Lng: -73.755131), Route carried "under" structure: State highway 199, Year Built: 1952, Structure Length: 0. m, Average Daily Traffic: 5,041 (year 2002), Features Intersected: RTE 199, Facility Carried by Structure: RTE 987G
Minimum Vertical Clearance: 6.17m (20.24ft), Kilometerpoint: 21.351, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 16.8m (55.1ft)