Bridge Statistics for Whitehall, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 223ft / 68.0mTotal length
- $51,391,000Total costs
- 29,885Total average daily traffic
- 5,221Total average daily truck traffic
- 35,507Total future (year 2035) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Whitehall
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 71930-1939
- 21940-1949
- 21950-1959
- 11970-1979
- 21990-1999
- 22000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 31990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 23.5%Very good
- 41.2%Good
- 29.4%Satisfactory
- 5.9%Fair
- Bridge Condition - Superstructure
- 41.2%Very good
- 23.5%Good
- 23.5%Satisfactory
- 5.9%Fair
- 5.9%Poor
- Bridge Condition - Substructure
- 23.5%Very good
- 11.8%Good
- 29.4%Satisfactory
- 29.4%Fair
- 5.9%Poor
- Bridge Condition - Channel
- 21.4%Very good
- 50.0%Good
- 21.4%Satisfactory
- 7.1%Fair
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Structure Number: 100112, Location: .1 MI E JCT US 4 & SH 22 (Lat: 43.549019, Lng: -73.404025), Route carried "on" structure: US 4, Year Built: 1994, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 6,075 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 6,806 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.081, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.27m (20.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,385,000, Roadway Improvement Cost: $1,397,000, Total Project Cost: $3,782,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 100112, Location: .1 MI E JCT US 4 & SH 22 (Lat: 43.549019, Lng: -73.404025), Route carried "on" structure: US 4, Year Built: 1994, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 6,075 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 6,806 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE & HUDSON
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.081, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 82.6 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.27m (20.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,385,000, Roadway Improvement Cost: $1,397,000, Total Project Cost: $3,782,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 100114, Location: .4 MI E JCT RTS 22 & 273 (Lat: 43.550117, Lng: -73.399406), Route carried "on" structure: State highway 4, Year Built: 2001, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 7,614 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 8,530 (year 2040), Design Load: HS 25 or greater, Features Intersected: WOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.686, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,335,000, Roadway Improvement Cost: $782,000, Total Project Cost: $2,117,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 100114, Location: .4 MI E JCT RTS 22 & 273 (Lat: 43.550117, Lng: -73.399406), Route carried "on" structure: State highway 4, Year Built: 2001, Status: Open, Structure Length: 3.08m (10.10ft), Average Daily Traffic: 7,614 (year 2020), Truck Traffic: 21%, Average Future Daily Traffic: 8,530 (year 2040), Design Load: HS 25 or greater, Features Intersected: WOOD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 49.686, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.4m (96.5ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 3.07m (10.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,335,000, Roadway Improvement Cost: $782,000, Total Project Cost: $2,117,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 101713, Location: RTE 22 2.0 MI NW WHITEHAL (Lat: 43.572078, Lng: -73.429439), Route carried "on" structure: State highway 22, Year Built: 1974, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 2,404 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,563 (year 2040), Design Load: HS 20+Mod, Features Intersected: S.BAY LAKE CHAMP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.192, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 24.9m (81.7ft)), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 91.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.42m (53.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2017, Bridge Improvement Cost: $4,193,000, Roadway Improvement Cost: $2,455,000, Total Project Cost: $6,648,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 101713, Location: RTE 22 2.0 MI NW WHITEHAL (Lat: 43.572078, Lng: -73.429439), Route carried "on" structure: State highway 22, Year Built: 1974, Status: Open, Structure Length: 16.43m (53.90ft), Average Daily Traffic: 2,404 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 2,563 (year 2040), Design Load: HS 20+Mod, Features Intersected: S.BAY LAKE CHAMP.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 87.192, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 24.9m (81.7ft)), Material/Design: Steel, Design/Construction: Orthotropic, Number Of Spans In Main Unit: 6, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 91.7 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 16.42m (53.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2021, Underwater Inspection Date: October 2017, Bridge Improvement Cost: $4,193,000, Roadway Improvement Cost: $2,455,000, Total Project Cost: $6,648,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 226006, Location: IN WHITEHALL (Lat: 43.557267, Lng: -73.403028), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2010, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 598 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 837 (year 2035), Design Load: HL 93, Features Intersected: DELAWARE & HUDSON, Facility Carried by Structure: CLINTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township 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: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 62.5 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: Better than present minimum criteria, 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,134,000, Roadway Improvement Cost: $664,000, Total Project Cost: $1,798,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 226006, Location: IN WHITEHALL (Lat: 43.557267, Lng: -73.403028), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2010, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 598 (year 2015), Truck Traffic: 6%, Average Future Daily Traffic: 837 (year 2035), Design Load: HL 93, Features Intersected: DELAWARE & HUDSON, Facility Carried by Structure: CLINTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township 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: 12.5m (41.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 62.5 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: Better than present minimum criteria, 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: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,134,000, Roadway Improvement Cost: $664,000, Total Project Cost: $1,798,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 226007, Location: SAUNDERS ST WHITEHALL (Lat: 43.555667, Lng: -73.403283), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,201 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,081 (year 2037), Design Load: HL 93, Features Intersected: D&H/CPRR CML78., Facility Carried by Structure: SAUNDERS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 68.7m (225.4ft), Out-to-Out Width: 72.7m (238.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 22.0 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: 16.8 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: Superior to present desirable criteria, Underclear: 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: September 2021, Bridge Improvement Cost: $6,973,000, Roadway Improvement Cost: $4,084,000, Total Project Cost: $11,057,000 ( 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: 226007, Location: SAUNDERS ST WHITEHALL (Lat: 43.555667, Lng: -73.403283), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 2011, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,201 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,081 (year 2037), Design Load: HL 93, Features Intersected: D&H/CPRR CML78., Facility Carried by Structure: SAUNDERS ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 68.7m (225.4ft), Out-to-Out Width: 72.7m (238.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Operating Rating: 22.0 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: 16.8 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: Superior to present desirable criteria, Underclear: 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: September 2021, Bridge Improvement Cost: $6,973,000, Roadway Improvement Cost: $4,084,000, Total Project Cost: $11,057,000 ( 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: 320361, Location: 3.5MI WNW OF WHITEHALL (Lat: 43.558669, Lng: -73.471650), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 101 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 141 (year 2037), Features Intersected: PIKE BROOK, Facility Carried by Structure: PIKE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $203,000, Total Project Cost: $550,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320361, Location: 3.5MI WNW OF WHITEHALL (Lat: 43.558669, Lng: -73.471650), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1996, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 101 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 141 (year 2037), Features Intersected: PIKE BROOK, Facility Carried by Structure: PIKE BROOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 48.3 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: 37.3 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: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $203,000, Total Project Cost: $550,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 320363, Location: 1.2 MILES SOUTH/WEST BAY (Lat: 43.534586, Lng: -73.505839), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 69 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 97 (year 2037), Design Load: HS 20, Features Intersected: GREENLAND BROOK, Facility Carried by Structure: FISH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $95,000, Total Project Cost: $257,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 320363, Location: 1.2 MILES SOUTH/WEST BAY (Lat: 43.534586, Lng: -73.505839), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 1993, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 69 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 97 (year 2037), Design Load: HS 20, Features Intersected: GREENLAND BROOK, Facility Carried by Structure: FISH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.6m (15.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 4.4m (14.4ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $162,000, Roadway Improvement Cost: $95,000, Total Project Cost: $257,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 330601, Location: 2 MI S OF WHITEHALL (Lat: 43.525208, Lng: -73.384028), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 406 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 568 (year 2037), Design Load: HS 25 or greater, Features Intersected: METTAWEE RIVER, Facility Carried by Structure: UPPER TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $917,000, Roadway Improvement Cost: $537,000, Total Project Cost: $1,454,000 ( 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: 330601, Location: 2 MI S OF WHITEHALL (Lat: 43.525208, Lng: -73.384028), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 4.11m (13.48ft), Average Daily Traffic: 406 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 568 (year 2037), Design Load: HS 25 or greater, Features Intersected: METTAWEE RIVER, Facility Carried by Structure: UPPER TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.873, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.5m (129.6ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.11m (13.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $917,000, Roadway Improvement Cost: $537,000, Total Project Cost: $1,454,000 ( 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: 330603, Location: AT HAMLET OF SOUTH BAY (Lat: 43.522292, Lng: -73.507378), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 106 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 148 (year 2037), Design Load: HS 20, Features Intersected: MOUNT HOPE BROOK, Facility Carried by Structure: FISH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.952, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $113,000, Total Project Cost: $307,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 330603, Location: AT HAMLET OF SOUTH BAY (Lat: 43.522292, Lng: -73.507378), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 2003, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 106 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 148 (year 2037), Design Load: HS 20, Features Intersected: MOUNT HOPE BROOK, Facility Carried by Structure: FISH HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.952, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.1m (23.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $113,000, Total Project Cost: $307,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 330618, Location: 2.7 MI NNW JCT US4 & SH22 (Lat: 43.550033, Lng: -73.464600), Route carried "on" structure: Other road , Year Built: 1936, Year Reconstructed: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 34 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 48 (year 2037), Design Load: HS 25 or greater, Features Intersected: PIKE BROOK, Facility Carried by Structure: SOUTH BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 88.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $161,000, Total Project Cost: $435,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330618, Location: 2.7 MI NNW JCT US4 & SH22 (Lat: 43.550033, Lng: -73.464600), Route carried "on" structure: Other road , Year Built: 1936, Year Reconstructed: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 34 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 48 (year 2037), Design Load: HS 25 or greater, Features Intersected: PIKE BROOK, Facility Carried by Structure: SOUTH BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.901, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 97.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 88.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2020, Bridge Improvement Cost: $274,000, Roadway Improvement Cost: $161,000, Total Project Cost: $435,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 33063, Location: VILLAGE OF WHITEHALL (Lat: 43.545100, Lng: -73.395269), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,823 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,552 (year 2040), Design Load: H 20, Features Intersected: MUD BROOK, Facility Carried by Structure: WILLIAM St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.159, 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: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33063, Location: VILLAGE OF WHITEHALL (Lat: 43.545100, Lng: -73.395269), Route carried "on" structure: County highway , Year Built: 1956, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,823 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,552 (year 2040), Design Load: H 20, Features Intersected: MUD BROOK, Facility Carried by Structure: WILLIAM St.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.159, 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: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $405,000, Roadway Improvement Cost: $237,000, Total Project Cost: $642,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330648, Location: 1.5 MI S OF WHITEHALL (Lat: 43.528369, Lng: -73.388014), Route carried "on" structure: Other road , Year Built: 1936, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 18 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 25 (year 2037), Features Intersected: METTAWEE RIVER, Facility Carried by Structure: GRAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $134,000, Total Project Cost: $362,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 330648, Location: 1.5 MI S OF WHITEHALL (Lat: 43.528369, Lng: -73.388014), Route carried "on" structure: Other road , Year Built: 1936, Year Reconstructed: 1997, Status: Posted for load, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 18 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 25 (year 2037), Features Intersected: METTAWEE RIVER, Facility Carried by Structure: GRAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 4.0m (13.1ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 13.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 8.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.07m (6.79ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $228,000, Roadway Improvement Cost: $134,000, Total Project Cost: $362,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 330674, Location: 2.5 MI NE JCT US4&NY22 (Lat: 43.485708, Lng: -73.418369), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 2007, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 45 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 63 (year 2037), Design Load: H 10, Features Intersected: WOOD CREEK, Facility Carried by Structure: RYDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $205,000, Total Project Cost: $554,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 330674, Location: 2.5 MI NE JCT US4&NY22 (Lat: 43.485708, Lng: -73.418369), Route carried "on" structure: Other road , Year Built: 1958, Year Reconstructed: 2007, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 45 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 63 (year 2037), Design Load: H 10, Features Intersected: WOOD CREEK, Facility Carried by Structure: RYDER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 88.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $205,000, Total Project Cost: $554,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 330679, Location: .5 MI NNE OF WHITEHALL (Lat: 43.570006, Lng: -73.391067), Route carried "on" structure: Other road , Year Built: 1948, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 98 (year 2038), Design Load: H 15, Features Intersected: EAST BAY, Facility Carried by Structure: EAST BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.0 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: 16.8 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $187,000, Total Project Cost: $506,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330679, Location: .5 MI NNE OF WHITEHALL (Lat: 43.570006, Lng: -73.391067), Route carried "on" structure: Other road , Year Built: 1948, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 70 (year 2018), Truck Traffic: 1%, Average Future Daily Traffic: 98 (year 2038), Design Load: H 15, Features Intersected: EAST BAY, Facility Carried by Structure: EAST BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 4.7m (15.4ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 22.0 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: 16.8 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $319,000, Roadway Improvement Cost: $187,000, Total Project Cost: $506,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 400113, Location: JCT RTE 4 & CHAMPLAIN C (Lat: 43.549633, Lng: -73.401764), Route carried "on" structure: US 4, Year Built: 1933, Year Reconstructed: 2015, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 6,075 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 6,806 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHAMPLAIN CANAL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 53.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.36m (33.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $5,621,000, Roadway Improvement Cost: $3,291,000, Total Project Cost: $8,912,000 ( 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: 400113, Location: JCT RTE 4 & CHAMPLAIN C (Lat: 43.549633, Lng: -73.401764), Route carried "on" structure: US 4, Year Built: 1933, Year Reconstructed: 2015, Status: Open, Structure Length: 10.36m (33.99ft), Average Daily Traffic: 6,075 (year 2020), Truck Traffic: 24%, Average Future Daily Traffic: 6,806 (year 2040), Design Load: HS 20+Mod, Features Intersected: CHAMPLAIN CANAL
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 53.226, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 21.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 16.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.36m (33.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $5,621,000, Roadway Improvement Cost: $3,291,000, Total Project Cost: $8,912,000 ( 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: 441802, Location: JCT SAUNDERS ST + CHAMP C (Lat: 43.555236, Lng: -73.401767), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 2,201 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,081 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHAMPLAIN CANAL, Facility Carried by Structure: SAUNDERS STREET
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), 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: $4,699,000, Roadway Improvement Cost: $2,751,000, Total Project Cost: $7,450,000 ( 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: 441802, Location: JCT SAUNDERS ST + CHAMP C (Lat: 43.555236, Lng: -73.401767), Route carried "on" structure: Other road , Year Built: 1995, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 2,201 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,081 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHAMPLAIN CANAL, Facility Carried by Structure: SAUNDERS STREET
Minimum Vertical Clearance: 5.10m (16.73ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 64.0m (210.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 72.6 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.58m (21.59ft), 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: $4,699,000, Roadway Improvement Cost: $2,751,000, Total Project Cost: $7,450,000 ( 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: 441804, Location: JCT RYDER RD & CHAMP C (Lat: 43.484122, Lng: -73.424458), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 2008, Status: Posted for load-capacity, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 45 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 63 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHAMPLAIN CANAL, Facility Carried by Structure: RYDER ROAD
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.515, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.22m (23.69ft), 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: $2,876,000, Roadway Improvement Cost: $1,684,000, Total Project Cost: $4,560,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 441804, Location: JCT RYDER RD & CHAMP C (Lat: 43.484122, Lng: -73.424458), Route carried "on" structure: Other road , Year Built: 1910, Year Reconstructed: 2008, Status: Posted for load-capacity, Structure Length: 7.22m (23.69ft), Average Daily Traffic: 45 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 63 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHAMPLAIN CANAL, Facility Carried by Structure: RYDER ROAD
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.515, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Navigation Control: Yes ( Vertical Clearance: 5.5m (18.0ft), Horizontal Clearance: 13.7m (44.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.5m (14.8ft), Out-to-Out Width: 5.4m (17.7ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 28.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 7.22m (23.69ft), 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: $2,876,000, Roadway Improvement Cost: $1,684,000, Total Project Cost: $4,560,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other