Bridge Statistics for Sand Lake, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 49ft / 14.7mTotal length
- $6,701,000Total costs
- 41,058Total average daily traffic
- 3,094Total average daily truck traffic
- 50,391Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Sand Lake
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11930-1939
- 31950-1959
- 31990-1999
- 32000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 10.0%Excellent
- 20.0%Very good
- 30.0%Good
- 20.0%Satisfactory
- 10.0%Fair
- 10.0%Serious
- Bridge Condition - Superstructure
- 7.7%Excellent
- 15.4%Very good
- 30.8%Good
- 15.4%Satisfactory
- 7.7%Fair
- 23.1%Poor
- Bridge Condition - Substructure
- 15.4%Excellent
- 23.1%Good
- 23.1%Satisfactory
- 23.1%Fair
- 15.4%Poor
- Bridge Condition - Channel
- 15.4%Good
- 46.2%Satisfactory
- 30.8%Fair
- 7.7%Poor
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Structure Number: 102534, Location: 0.2 MI E JCT RTS 43 & 150 (Lat: 42.645328, Lng: -73.604956), Route carried "on" structure: State highway 43, Year Built: 1998, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,129 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,304 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTSKILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $332,000, Total Project Cost: $898,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 102534, Location: 0.2 MI E JCT RTS 43 & 150 (Lat: 42.645328, Lng: -73.604956), Route carried "on" structure: State highway 43, Year Built: 1998, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 10,129 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,304 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTSKILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.008, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $332,000, Total Project Cost: $898,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 102535, Location: 0.3 MI E JCT RTS 43 & 150 (Lat: 42.645736, Lng: -73.603425), Route carried "on" structure: State highway 43, Year Built: 1998, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10,129 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,304 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTSKILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $324,000, Total Project Cost: $878,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 102535, Location: 0.3 MI E JCT RTS 43 & 150 (Lat: 42.645736, Lng: -73.603425), Route carried "on" structure: State highway 43, Year Built: 1998, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 10,129 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,304 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTSKILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.137, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $554,000, Roadway Improvement Cost: $324,000, Total Project Cost: $878,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 102536, Location: 0.6 MI E JCT RTS 43 & 150 (Lat: 42.646494, Lng: -73.598317), Route carried "on" structure: State highway 43, Year Built: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,129 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,304 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTSKILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $842,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 102536, Location: 0.6 MI E JCT RTS 43 & 150 (Lat: 42.646494, Lng: -73.598317), Route carried "on" structure: State highway 43, Year Built: 1998, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,129 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 12,304 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTSKILL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.603, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 10.2m (33.5ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $531,000, Roadway Improvement Cost: $311,000, Total Project Cost: $842,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 102537, Location: RTE 66 AT SAND LAKE (Lat: 42.636942, Lng: -73.539833), Route carried "on" structure: State highway 43, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,567 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,677 (year 2040), Design Load: HS 25 or greater, Features Intersected: Horse Heaven Brk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $201,000, Total Project Cost: $543,000 ( Estimate for 2021)
Structure Number: 102537, Location: RTE 66 AT SAND LAKE (Lat: 42.636942, Lng: -73.539833), Route carried "on" structure: State highway 43, Year Built: 2004, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 2,567 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,677 (year 2040), Design Load: HS 25 or greater, Features Intersected: Horse Heaven Brk
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.977, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 12.1m (39.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $343,000, Roadway Improvement Cost: $201,000, Total Project Cost: $543,000 ( Estimate for 2021)
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Structure Number: 220182, Location: IN AVERILL PARK (Lat: 42.633106, Lng: -73.552950), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 144 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 202 (year 2040), Features Intersected: WYNANTS KILL, Facility Carried by Structure: JOHNNY CAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $42,000, Total Project Cost: $112,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220182, Location: IN AVERILL PARK (Lat: 42.633106, Lng: -73.552950), Route carried "on" structure: Other road , Year Built: 1920, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 144 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 202 (year 2040), Features Intersected: WYNANTS KILL, Facility Carried by Structure: JOHNNY CAKE LANE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.418, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Poor, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 14.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $71,000, Roadway Improvement Cost: $42,000, Total Project Cost: $112,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220196, Location: 1 MI.N.OF WEST SAND LAKE (Lat: 42.657681, Lng: -73.612139), Route carried "on" structure: Other road , Year Built: 1950, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 341 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 477 (year 2036), Features Intersected: WYNANTS KILL, Facility Carried by Structure: STOP 13 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $135,000, Total Project Cost: $367,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220196, Location: 1 MI.N.OF WEST SAND LAKE (Lat: 42.657681, Lng: -73.612139), Route carried "on" structure: Other road , Year Built: 1950, Status: Posted for load, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 341 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 477 (year 2036), Features Intersected: WYNANTS KILL, Facility Carried by Structure: STOP 13 ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.8m (19.0ft)
Condition: Deck: Serious, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 69.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 12 months, Inspection Date: March 2021, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $135,000, Total Project Cost: $367,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220198, Location: 1.1 MI.E.OF WEST SAND LK. (Lat: 42.637547, Lng: -73.578850), Route carried "on" structure: Other road , Year Built: 1938, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 840 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,176 (year 2037), Features Intersected: WYNANTS KILL, Facility Carried by Structure: THAIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.9 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: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $127,000, Total Project Cost: $345,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220198, Location: 1.1 MI.E.OF WEST SAND LK. (Lat: 42.637547, Lng: -73.578850), Route carried "on" structure: Other road , Year Built: 1938, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 840 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,176 (year 2037), Features Intersected: WYNANTS KILL, Facility Carried by Structure: THAIS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.6m (21.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 27.9 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: 21.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $218,000, Roadway Improvement Cost: $127,000, Total Project Cost: $345,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 220199, Location: 1.9 MI.SW.OF SAND LAKE (Lat: 42.623519, Lng: -73.571181), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 677 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 948 (year 2037), Design Load: HS 25 or greater, Features Intersected: WYNANTS KILL, Facility Carried by Structure: GARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township 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: 10.6m (34.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $151,000, Total Project Cost: $408,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220199, Location: 1.9 MI.SW.OF SAND LAKE (Lat: 42.623519, Lng: -73.571181), Route carried "on" structure: Other road , Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 677 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 948 (year 2037), Design Load: HS 25 or greater, Features Intersected: WYNANTS KILL, Facility Carried by Structure: GARNER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: Town or Township 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: 10.6m (34.8ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.7m (22.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Fair, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $258,000, Roadway Improvement Cost: $151,000, Total Project Cost: $408,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 2202, Location: 2.2 MILES SW OF SAND LAKE (Lat: 42.614547, Lng: -73.567394), Route carried "on" structure: Other road , Year Built: 1950, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 837 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,217 (year 2040), Features Intersected: BURDEN LAKE, Facility Carried by Structure: FIRST DYKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 16.5 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: 12.6 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $322,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 2202, Location: 2.2 MILES SW OF SAND LAKE (Lat: 42.614547, Lng: -73.567394), Route carried "on" structure: Other road , Year Built: 1950, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 837 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,217 (year 2040), Features Intersected: BURDEN LAKE, Facility Carried by Structure: FIRST DYKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 16.5 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: 12.6 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $322,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330374, Location: .1 MI NE OF SAND LAKE (Lat: 42.638064, Lng: -73.539100), Route carried "on" structure: County highway , Year Built: 2021, Status: Temporarily open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,656 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,318 (year 2036), Design Load: HS 20, Features Intersected: HORSE HEAVEN BRK, Facility Carried by Structure: TABORTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $93,000, Total Project Cost: $251,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330374, Location: .1 MI NE OF SAND LAKE (Lat: 42.638064, Lng: -73.539100), Route carried "on" structure: County highway , Year Built: 2021, Status: Temporarily open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,656 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 2,318 (year 2036), Design Load: HS 20, Features Intersected: HORSE HEAVEN BRK, Facility Carried by Structure: TABORTON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.7m (58.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Satisfactory, Channel: Satisfactory, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $93,000, Total Project Cost: $251,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330389, Location: IN AVERILL PARK (Lat: 42.633208, Lng: -73.552639), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,515 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,874 (year 2040), Design Load: HL 93, Features Intersected: WYNANTS KILL, Facility Carried by Structure: EASTERN UNION TUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $214,000, Total Project Cost: $581,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330389, Location: IN AVERILL PARK (Lat: 42.633208, Lng: -73.552639), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,515 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,874 (year 2040), Design Load: HL 93, Features Intersected: WYNANTS KILL, Facility Carried by Structure: EASTERN UNION TUR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.363, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 57.7 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: 44.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $214,000, Total Project Cost: $581,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33039, Location: 1.2 MI SW OF SAND LAKE (Lat: 42.628128, Lng: -73.559344), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,047 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,295 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTS KILL, Facility Carried by Structure: BURDEN LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $197,000, Total Project Cost: $532,000 ( Estimate for 2021)
Structure Number: 33039, Location: 1.2 MI SW OF SAND LAKE (Lat: 42.628128, Lng: -73.559344), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,047 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,295 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTS KILL, Facility Carried by Structure: BURDEN LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.245, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.0m (29.5ft), Curb-To-Curb Width: 9.7m (31.8ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 70.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $197,000, Total Project Cost: $532,000 ( Estimate for 2021)
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Structure Number: 330404, Location: 1.4 MI SW OF SAND LAKE (Lat: 42.627492, Lng: -73.561231), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,047 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,295 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTS KILL, Facility Carried by Structure: BURDEN LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $230,000, Total Project Cost: $622,000 ( Estimate for 2021)
Structure Number: 330404, Location: 1.4 MI SW OF SAND LAKE (Lat: 42.627492, Lng: -73.561231), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 1,047 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,295 (year 2040), Design Load: HS 25 or greater, Features Intersected: WYNANTS KILL, Facility Carried by Structure: BURDEN LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.068, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $392,000, Roadway Improvement Cost: $230,000, Total Project Cost: $622,000 ( Estimate for 2021)