Bridge Statistics for Bolton, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 167ft / 51.4mTotal length
- $21,799,000Total costs
- 34,517Total average daily traffic
- 6,487Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Bolton
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41960-1969
- 22000-2009
- 42010-2019
- 12020-2022
- Reconstructed bridges - Historical Statistics
- 31980-1989
- 01990-1999
- 12000-2009
- Bridge Condition - Deck
- 12.5%Excellent
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 11.1%Excellent
- 33.3%Very good
- 33.3%Good
- 22.2%Satisfactory
- Bridge Condition - Substructure
- 11.1%Excellent
- 44.4%Very good
- 11.1%Satisfactory
- 22.2%Fair
- 11.1%Serious
- Bridge Condition - Channel
- 28.6%Very good
- 28.6%Good
- 14.3%Satisfactory
- 14.3%Fair
- 14.3%Poor
Find on map >> Show street view
Structure Number: 100679, Location: N END OF NORTHWEST BAY (Lat: 43.626692, Lng: -73.607819), Route carried "on" structure: State highway 9N, Year Built: 2005, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,283 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,437 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORTHWEST BAY BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100679, Location: N END OF NORTHWEST BAY (Lat: 43.626692, Lng: -73.607819), Route carried "on" structure: State highway 9N, Year Built: 2005, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,283 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,437 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORTHWEST BAY BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $371,000, Roadway Improvement Cost: $217,000, Total Project Cost: $588,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 10068, Location: RT 9N 7.3 MI NE BOLTON L (Lat: 43.647256, Lng: -73.606967), Route carried "on" structure: State highway 9N, Year Built: 1926, Year Reconstructed: 2012, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 843 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 944 (year 2040), Design Load: HS 20, Features Intersected: NORTHWEST BAY BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 76.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $173,000, Total Project Cost: $470,000 ( 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: 10068, Location: RT 9N 7.3 MI NE BOLTON L (Lat: 43.647256, Lng: -73.606967), Route carried "on" structure: State highway 9N, Year Built: 1926, Year Reconstructed: 2012, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 843 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 944 (year 2040), Design Load: HS 20, Features Intersected: NORTHWEST BAY BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.592, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 76.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2020, Underwater Inspection Date: August 2020, Bridge Improvement Cost: $296,000, Roadway Improvement Cost: $173,000, Total Project Cost: $470,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1033571, Location: JCT I87 & LAMB HILL RD (Lat: 43.542619, Lng: -73.735883), Route carried "on" structure: Interstate 87, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 9,440 (year 2009), Truck Traffic: 20%, Design Load: HS 20, Features Intersected: LAMB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $933,000, Roadway Improvement Cost: $546,000, Total Project Cost: $1,479,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1033571, Location: JCT I87 & LAMB HILL RD (Lat: 43.542619, Lng: -73.735883), Route carried "on" structure: Interstate 87, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 9,440 (year 2009), Truck Traffic: 20%, Design Load: HS 20, Features Intersected: LAMB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $933,000, Roadway Improvement Cost: $546,000, Total Project Cost: $1,479,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1033572, Location: JCT I87 & LAMB HILL RD (Lat: 43.542447, Lng: -73.735319), Route carried "on" structure: Interstate 87, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,103 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 7,268 (year 2040), Design Load: HS 20, Features Intersected: LAMB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $909,000, Roadway Improvement Cost: $532,000, Total Project Cost: $1,441,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1033572, Location: JCT I87 & LAMB HILL RD (Lat: 43.542447, Lng: -73.735319), Route carried "on" structure: Interstate 87, Year Built: 1965, Year Reconstructed: 1991, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 6,103 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 7,268 (year 2040), Design Load: HS 20, Features Intersected: LAMB HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.338, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $909,000, Roadway Improvement Cost: $532,000, Total Project Cost: $1,441,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 1033581, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.598742, Lng: -73.728792), Route carried "on" structure: Interstate 87, Year Built: 2010, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 9,440 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 13,215 (year 2029), Design Load: HL 93, Features Intersected: CR10-SCHROON R RD, SCHRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.839, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,097,000, Roadway Improvement Cost: $2,985,000, Total Project Cost: $8,081,000 ( 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: 1033581, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.598742, Lng: -73.728792), Route carried "on" structure: Interstate 87, Year Built: 2010, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 9,440 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 13,215 (year 2029), Design Load: HL 93, Features Intersected: CR10-SCHROON R RD, SCHRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.839, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,097,000, Roadway Improvement Cost: $2,985,000, Total Project Cost: $8,081,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1033582, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.600003, Lng: -73.728992), Route carried "on" structure: Interstate 87, Year Built: 2011, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 6,103 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 7,268 (year 2040), Design Load: HL 93, Features Intersected: CR10-SCHROON R RD, SCHRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.839, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,108,000, Roadway Improvement Cost: $2,991,000, Total Project Cost: $8,100,000 ( 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: 1033582, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.600003, Lng: -73.728992), Route carried "on" structure: Interstate 87, Year Built: 2011, Status: Open, Structure Length: 18.29m (60.01ft), Average Daily Traffic: 6,103 (year 2009), Truck Traffic: 20%, Average Future Daily Traffic: 7,268 (year 2040), Design Load: HL 93, Features Intersected: CR10-SCHROON R RD, SCHRO
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.839, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.28m (59.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $5,108,000, Roadway Improvement Cost: $2,991,000, Total Project Cost: $8,100,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 109604, Location: RT 9 6.2 MI NE BOLTON L (Lat: 43.637133, Lng: -73.609444), Route carried "on" structure: State highway 9N, Year Built: 1928, Year Reconstructed: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,283 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,437 (year 2040), Features Intersected: NORTHWEST BAY BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.449, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 57.3 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: 44.1 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,014,000 ( 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: 109604, Location: RT 9 6.2 MI NE BOLTON L (Lat: 43.637133, Lng: -73.609444), Route carried "on" structure: State highway 9N, Year Built: 1928, Year Reconstructed: 1986, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 1,283 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 1,437 (year 2040), Features Intersected: NORTHWEST BAY BRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.449, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Serious, Channel: Satisfactory, Operating Rating: 57.3 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: 44.1 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $640,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,014,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 33052, Location: 4.5 MI W SABBATH DAY PT. (Lat: 43.650336, Lng: -73.606894), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 11 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15 (year 2037), Design Load: HS 25 or greater, Features Intersected: NORTHWEST BAY BRK, Facility Carried by Structure: PADANARUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.840, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $325,000 ( Estimate for 2021)
Structure Number: 33052, Location: 4.5 MI W SABBATH DAY PT. (Lat: 43.650336, Lng: -73.606894), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 11 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15 (year 2037), Design Load: HS 25 or greater, Features Intersected: NORTHWEST BAY BRK, Facility Carried by Structure: PADANARUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.840, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Fair, 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $325,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 330521, Location: 6 MI NE OF NORTH BOLTON (Lat: 43.663314, Lng: -73.603442), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 11 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15 (year 2037), Design Load: HL 93, Features Intersected: NORTHWEST BAY BRK, Facility Carried by Structure: PADANARUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.311, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: September 2016, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $111,000, Total Project Cost: $301,000 ( 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: 330521, Location: 6 MI NE OF NORTH BOLTON (Lat: 43.663314, Lng: -73.603442), Route carried "on" structure: Other road , Year Built: 2021, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 11 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 15 (year 2037), Design Load: HL 93, Features Intersected: NORTHWEST BAY BRK, Facility Carried by Structure: PADANARUM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.311, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: September 2016, Bridge Improvement Cost: $190,000, Roadway Improvement Cost: $111,000, Total Project Cost: $301,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 1033571, Location: JCT I87 & LAMB HILL RD (Lat: 43.542619, Lng: -73.735883), Route carried "under" structure: ServiceOther road , Year Built: 1965, Structure Length: 0. m, Features Intersected: LAMB HILL ROAD, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 1033571, Location: JCT I87 & LAMB HILL RD (Lat: 43.542619, Lng: -73.735883), Route carried "under" structure: ServiceOther road , Year Built: 1965, Structure Length: 0. m, Features Intersected: LAMB HILL ROAD, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Find on map >> Show street view
Structure Number: 1033572, Location: JCT I87 & LAMB HILL RD (Lat: 43.542447, Lng: -73.735319), Route carried "under" structure: ServiceOther road , Year Built: 1965, Structure Length: 0. m, Features Intersected: LAMB HILL ROAD, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 1033572, Location: JCT I87 & LAMB HILL RD (Lat: 43.542447, Lng: -73.735319), Route carried "under" structure: ServiceOther road , Year Built: 1965, Structure Length: 0. m, Features Intersected: LAMB HILL ROAD, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 0.097, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Find on map >> Show street view
Structure Number: 1033581, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.598742, Lng: -73.728792), Route carried "under" structure: County highway , Year Built: 2010, Structure Length: 0. m, Truck Traffic: 7%, Features Intersected: CR10-SCHROON R RD, SCHRO, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 8.061, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)
Structure Number: 1033581, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.598742, Lng: -73.728792), Route carried "under" structure: County highway , Year Built: 2010, Structure Length: 0. m, Truck Traffic: 7%, Features Intersected: CR10-SCHROON R RD, SCHRO, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 8.061, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)
Find on map >> Show street view
Structure Number: 1033582, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.600003, Lng: -73.728992), Route carried "under" structure: County highway , Year Built: 2011, Structure Length: 0. m, Truck Traffic: 7%, Features Intersected: CR10-SCHROON R RD, SCHRO, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.677, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)
Structure Number: 1033582, Location: .1 MILE S EXIT 24 OF I87 (Lat: 43.600003, Lng: -73.728992), Route carried "under" structure: County highway , Year Built: 2011, Structure Length: 0. m, Truck Traffic: 7%, Features Intersected: CR10-SCHROON R RD, SCHRO, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 13.677, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 70.1m (230.0ft)