Bridge Statistics for Newcomb, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 108ft / 33.2mTotal length
- $13,201,000Total costs
- 3,681Total average daily traffic
- 341Total average daily truck traffic
- 4,043Total future (year 2029) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Newcomb
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 21990-1999
- 22000-2009
- 42010-2019
- 12020-2022
- Bridge Condition - Deck
- 50.0%Excellent
- 20.0%Very good
- 20.0%Good
- 10.0%Satisfactory
- Bridge Condition - Superstructure
- 70.0%Excellent
- 20.0%Very good
- 10.0%Good
- Bridge Condition - Substructure
- 50.0%Excellent
- 30.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- Bridge Condition - Channel
- 9.1%Excellent
- 36.4%Very good
- 36.4%Good
- 9.1%Satisfactory
- 9.1%Fair
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Structure Number: 102048, Location: RT 28N 1 MI E OF NEWCOMB (Lat: 43.965933, Lng: -74.131636), Route carried "on" structure: State highway 28N, Year Built: 1996, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 1,556 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,623 (year 2040), Design Load: HS 25 or greater, Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,638,000, Roadway Improvement Cost: $959,000, Total Project Cost: $2,598,000 ( 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: 102048, Location: RT 28N 1 MI E OF NEWCOMB (Lat: 43.965933, Lng: -74.131636), Route carried "on" structure: State highway 28N, Year Built: 1996, Status: Open, Structure Length: 6.04m (19.82ft), Average Daily Traffic: 1,556 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,623 (year 2040), Design Load: HS 25 or greater, Features Intersected: HUDSON RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.346, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 58.5m (191.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.03m (19.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,638,000, Roadway Improvement Cost: $959,000, Total Project Cost: $2,598,000 ( 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: 102049, Location: 3 MI E JCT 28N(Lat: 43.948931, Lng: -74.081392), Route carried "on" structure: State highway 28N, Year Built: 1959, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 1,556 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,623 (year 2040), Features Intersected: HYSLOP BK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $76,000, Total Project Cost: $206,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102049, Location: 3 MI E JCT 28N
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.899, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $130,000, Roadway Improvement Cost: $76,000, Total Project Cost: $206,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 108022, Location: BROOK TO BR OF GOODFLOW (Lat: 43.906164, Lng: -74.275883), Route carried "on" structure: ServiceOther road , Year Built: 2018, Status: Open, Structure Length: 1.25m (4.10ft), Features Intersected: BROOK TO W. BRANCH GOODN, Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: High priority of corrective action, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $72,000, Total Project Cost: $194,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 108022, Location: BROOK TO BR OF GOODFLOW (Lat: 43.906164, Lng: -74.275883), Route carried "on" structure: ServiceOther road , Year Built: 2018, Status: Open, Structure Length: 1.25m (4.10ft), Features Intersected: BROOK TO W. BRANCH GOODN, Facility Carried by Structure: CORNELL ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.274, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: High priority of corrective action, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $72,000, Total Project Cost: $194,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 108023, Location: NEAR STANLEY BROOK (Lat: 43.897953, Lng: -74.276064), Route carried "on" structure: ServiceOther road , Year Built: 2018, Status: Open, Structure Length: 1.40m (4.59ft), Design Load: HL 93, Features Intersected: WEST BRANCH GOODNOW RIVE, Facility Carried by Structure: DEER POND ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 12.405, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $77,000, Total Project Cost: $209,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 108023, Location: NEAR STANLEY BROOK (Lat: 43.897953, Lng: -74.276064), Route carried "on" structure: ServiceOther road , Year Built: 2018, Status: Open, Structure Length: 1.40m (4.59ft), Design Load: HL 93, Features Intersected: WEST BRANCH GOODNOW RIVE, Facility Carried by Structure: DEER POND ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 12.405, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 3.9m (12.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $132,000, Roadway Improvement Cost: $77,000, Total Project Cost: $209,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 108024, Location: N. SIDE OF GOODFLOW (Lat: 43.922336, Lng: -74.224281), Route carried "on" structure: ServiceOther road , Year Built: 2018, Status: Open, Structure Length: 2.29m (7.51ft), Design Load: HL 93, Features Intersected: GOODNOW FLOW, Facility Carried by Structure: WOODY'S ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 5.084, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $159,000, Total Project Cost: $430,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 108024, Location: N. SIDE OF GOODFLOW (Lat: 43.922336, Lng: -74.224281), Route carried "on" structure: ServiceOther road , Year Built: 2018, Status: Open, Structure Length: 2.29m (7.51ft), Design Load: HL 93, Features Intersected: GOODNOW FLOW, Facility Carried by Structure: WOODY'S ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 5.084, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.6m (15.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.5m (14.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $271,000, Roadway Improvement Cost: $159,000, Total Project Cost: $430,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 330203, Location: 3 MI S NEWCOMB (Lat: 43.914414, Lng: -74.186044), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 208 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 291 (year 2037), Features Intersected: GOODNOW RIVER, Facility Carried by Structure: GOODNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.880, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $1,166,000, Roadway Improvement Cost: $683,000, Total Project Cost: $1,848,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330203, Location: 3 MI S NEWCOMB (Lat: 43.914414, Lng: -74.186044), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 208 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 291 (year 2037), Features Intersected: GOODNOW RIVER, Facility Carried by Structure: GOODNOW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.880, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.6m (97.1ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 4.6m (15.1ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Bridge Improvement Cost: $1,166,000, Roadway Improvement Cost: $683,000, Total Project Cost: $1,848,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330204, Location: 3 MI EAST OF NEWCOMB (Lat: 43.969033, Lng: -74.115744), Route carried "on" structure: Other road , Year Built: 2019, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 199 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 279 (year 2037), Design Load: HL 93, Features Intersected: HUDSON RIVER, Facility Carried by Structure: CAMPSITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $712,000, Roadway Improvement Cost: $417,000, Total Project Cost: $1,128,000 ( 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: 330204, Location: 3 MI EAST OF NEWCOMB (Lat: 43.969033, Lng: -74.115744), Route carried "on" structure: Other road , Year Built: 2019, Status: Open, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 199 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 279 (year 2037), Design Load: HL 93, Features Intersected: HUDSON RIVER, Facility Carried by Structure: CAMPSITE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.949, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.20m (10.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $712,000, Roadway Improvement Cost: $417,000, Total Project Cost: $1,128,000 ( 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: 330268, Location: 4 MI EAST OF NEWCOMB (Lat: 43.965878, Lng: -74.049967), Route carried "on" structure: County highway , Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 209 (year 2037), Design Load: HL 93, Features Intersected: HUDSON RIVER, Facility Carried by Structure: CR 25, TAHAWUS ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,128,000, Roadway Improvement Cost: $661,000, Total Project Cost: $1,788,000 ( 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: 330268, Location: 4 MI EAST OF NEWCOMB (Lat: 43.965878, Lng: -74.049967), Route carried "on" structure: County highway , Year Built: 1941, Year Reconstructed: 2014, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 149 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 209 (year 2037), Design Load: HL 93, Features Intersected: HUDSON RIVER, Facility Carried by Structure: CR 25, TAHAWUS ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.046, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,128,000, Roadway Improvement Cost: $661,000, Total Project Cost: $1,788,000 ( 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: 330269, Location: SANFORD LAKE (Lat: 44.043822, Lng: -74.057875), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 5.03m (16.50ft), Design Load: HS 20, Features Intersected: SANFORD LAKE, Facility Carried by Structure: TAHAWUS ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $1,511,000, Roadway Improvement Cost: $885,000, Total Project Cost: $2,396,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 330269, Location: SANFORD LAKE (Lat: 44.043822, Lng: -74.057875), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 5.03m (16.50ft), Design Load: HS 20, Features Intersected: SANFORD LAKE, Facility Carried by Structure: TAHAWUS ROAD
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 48.8m (160.1ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.4m (14.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Good, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2020, Critical Feature Inspection Date: August 2020, Bridge Improvement Cost: $1,511,000, Roadway Improvement Cost: $885,000, Total Project Cost: $2,396,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 552414, Location: .1 MI N OF RT 28N-MP 1047 (Lat: 43.971336, Lng: -74.163653), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 3.47m (11.38ft), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: FISHING BROOK, Facility Carried by Structure: SANTANONI PRES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $1,365,000, Roadway Improvement Cost: $799,000, Total Project Cost: $2,164,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 552414, Location: .1 MI N OF RT 28N-MP 1047 (Lat: 43.971336, Lng: -74.163653), Route carried "on" structure: Other road , Year Built: 1996, Status: Open, Structure Length: 3.47m (11.38ft), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: FISHING BROOK, Facility Carried by Structure: SANTANONI PRES RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 4.1m (13.5ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Bridge Improvement Cost: $1,365,000, Roadway Improvement Cost: $799,000, Total Project Cost: $2,164,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 552501, Location: 5m N of RT 28N-MP 1047 (Lat: 44.008494, Lng: -74.129078), Route carried "on" structure: ServiceState lands road , Year Built: 2009, Year Reconstructed: 2013, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 13 (year 2009), Average Future Daily Traffic: 18 (year 2029), Design Load: HS 20, Features Intersected: Upper Newcomb Lake, Facility Carried by Structure: Newcomb Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $88,000, Total Project Cost: $240,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 552501, Location: 5m N of RT 28N-MP 1047 (Lat: 44.008494, Lng: -74.129078), Route carried "on" structure: ServiceState lands road , Year Built: 2009, Year Reconstructed: 2013, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 13 (year 2009), Average Future Daily Traffic: 18 (year 2029), Design Load: HS 20, Features Intersected: Upper Newcomb Lake, Facility Carried by Structure: Newcomb Lake Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 3.2m (10.5ft), Out-to-Out Width: 3.5m (11.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $151,000, Roadway Improvement Cost: $88,000, Total Project Cost: $240,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber