Bridge Statistics for Chesterfield, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

Find on map >>

Structure Number: 1005911, Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.412206, Lng: -73.497269), Route carried "on" structure: Interstate 87, Year Built: 1965, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 9,133 (year 2009), Truck Traffic: 26%, Average Future Daily Traffic: 14,376 (year 2029), Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 82.995, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.2m (82.7ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 68.0 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Bridge Improvement Cost: $1,826,000, Roadway Improvement Cost: $1,089,000, Total Project Cost: $2,915,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1005912, Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.412669, Lng: -73.496981), Route carried "on" structure: Interstate 87, Year Built: 1965, Status: Open, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 9,133 (year 2009), Truck Traffic: 26%, Average Future Daily Traffic: 14,376 (year 2029), Features Intersected: RTE 9
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 86.530, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Poor, Superstructure: Fair, Substructure: Poor, Operating Rating: 69.9 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.97m (22.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Bridge Improvement Cost: $2,212,000, Roadway Improvement Cost: $1,288,000, Total Project Cost: $3,500,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 100592, Location: 2.5 MI N JCT RTS 22 & I87 (Lat: 44.478533, Lng: -73.486803), Route carried "on" structure: US 9, Year Built: 1929, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,782 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 2,291 (year 2029), Features Intersected: MUD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.869, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Tee 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: 8.8m (28.9ft)

Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2008, Underwater Inspection Date: September 2009, Bridge Improvement Cost: $2,212,000, Roadway Improvement Cost: $1,288,000, Total Project Cost: $3,500,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 1033651, Location: I87 AT CLINTON CO LINE (Lat: 44.490856, Lng: -73.494136), Route carried "on" structure: Interstate 87, Year Built: 1995, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 4,644 (year 2008), Truck Traffic: 29%, Average Future Daily Traffic: 5,791 (year 2028), Design Load: HS 25, Features Intersected: AUSABLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2009, Underwater Inspection Date: November 1996, Bridge Improvement Cost: $1,183,000, Roadway Improvement Cost: $706,000, Total Project Cost: $1,889,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1033652, Location: I87 AT CLINTON CO LINE (Lat: 44.491156, Lng: -73.493853), Route carried "on" structure: Interstate 87, Year Built: 1994, Status: Open, Structure Length: 11.70m (38.39ft), Average Daily Traffic: 4,644 (year 2008), Truck Traffic: 29%, Average Future Daily Traffic: 5,791 (year 2028), Design Load: HS 25, Features Intersected: AUSABLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.586, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 54.8m (179.8ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.70m (38.39ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2009, Underwater Inspection Date: November 1996, Bridge Improvement Cost: $1,183,000, Roadway Improvement Cost: $706,000, Total Project Cost: $1,889,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1033851, Location: 1.6 MI N JCT RTS I87 & 22 (Lat: 44.466933, Lng: -73.485433), Route carried "on" structure: Interstate 87, Year Built: 1965, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 11,443 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 18,012 (year 2027), Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.216, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Serious, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $865,000, Roadway Improvement Cost: $515,000, Total Project Cost: $1,380,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1033852, Location: 1.6 MI N JCT RTS I87 & 22 (Lat: 44.466883, Lng: -73.485769), Route carried "on" structure: Interstate 87, Year Built: 1965, Status: Open, Structure Length: 3.01m (9.88ft), Average Daily Traffic: 11,443 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 18,012 (year 2027), Features Intersected: FRONTAGE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.216, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.6m (93.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.01m (9.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2009, Bridge Improvement Cost: $261,000, Roadway Improvement Cost: $147,000, Total Project Cost: $408,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 1033869, Location: 2.5 MI N JCT RTS I87 & 22 (Lat: 44.478672, Lng: -73.488661), Route carried "on" structure: Interstate 87, Year Built: 1966, Status: Open, Structure Length: 1.18m (3.87ft), Average Daily Traffic: 11,443 (year 2007), Truck Traffic: 26%, Average Future Daily Traffic: 18,012 (year 2027), Design Load: HS 20, Features Intersected: MUD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.225, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 22 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)

Condition: Channel: Good, Culverts: Good, Operating Rating: 76.4 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Bridge Improvement Cost: $413,000, Roadway Improvement Cost: $246,000, Total Project Cost: $659,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 105422, Location: EXIT 33 OF I87 (Lat: 44.444261, Lng: -73.491608), Route carried "on" structure: Ramp State highway , Year Built: 1965, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 1,782 (year 2009), Truck Traffic: 9%, Average Future Daily Traffic: 2,291 (year 2029), Features Intersected: RTE I87, Facility Carried by Structure: ACCESS-US 9/SH 22
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 91.023, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.2m (108.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 68.0 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2009, Bridge Improvement Cost: $1,612,000, Roadway Improvement Cost: $962,000, Total Project Cost: $2,574,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 105423, Location: .1 MILE S JCT I87 & SH 9N (Lat: 44.488650, Lng: -73.491272), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 5,201 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 6,824 (year 2029), Design Load: HS 20+Mod, Features Intersected: RTE I87, Facility Carried by Structure: AUGUR LAKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2009, Bridge Improvement Cost: $1,895,000, Roadway Improvement Cost: $1,131,000, Total Project Cost: $3,026,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 107883, Location: 9.5 Mi N Exit 32 of I87 (Lat: 44.419556, Lng: -73.495831), Route carried "on" structure: Interstate 87, Year Built: 1965, Status: Open, Structure Length: 0.68m (2.23ft), Average Daily Traffic: 8,900 (year 2009), Truck Traffic: 26%, Average Future Daily Traffic: 14,009 , Features Intersected: MCGUIRE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Very good, Culverts: Good, Operating Rating: 74.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.68m (2.23ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Bridge Improvement Cost: $233,000, Roadway Improvement Cost: $139,000, Total Project Cost: $372,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 33022, Location: VILLAGE OF KEESEVILLE (Lat: 44.500569, Lng: -73.485194), Route carried "on" structure: City street , Year Built: 1878, Status: Closed, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 2,000 (year 1983), Truck Traffic: 8%, Average Future Daily Traffic: 2,624 (year 2003), Features Intersected: AUSABLE RIVER, Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 3.86m (12.66ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.5m (14.8ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 4.6m (15.1ft), Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good, Superstructure: Imminent failure, Substructure: Fair, Channel: Good, Operating Rating: 5.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 1.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2009, Critical Feature Inspection Date: December 2009, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $540,000, Total Project Cost: $1,442,000 ( Estimate for 2009), Deck Structure Type: Open Grating

Find on map >>

Structure Number: 330221, Location: DUGWAYRDTOBACKST-AUSABL R (Lat: 44.463917, Lng: -73.575269), Route carried "on" structure: City street , Year Built: 1983, Status: Open, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 500 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 656 , Design Load: HS 20, Features Intersected: AUSABLE RIVER, Facility Carried by Structure: DUGWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 70.1m (230.0ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Inventory Rating: 68.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.13m (23.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2008, Bridge Improvement Cost: $902,000, Roadway Improvement Cost: $540,000, Total Project Cost: $1,442,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 336023, Location: 1 MI EAST OF KEESEVILLE (Lat: 44.481986, Lng: -73.420672), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 308 (year 1997), Truck Traffic: 8%, Average Future Daily Traffic: 404 (year 2017), Design Load: HS 25, Features Intersected: DELAWARE & HUDSON, Facility Carried by Structure: PORT DOUGLAS ROAD
Minimum Vertical Clearance: 0.00m, Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.93m (9.61ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $161,000, Total Project Cost: $431,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 336987, Location: 1.5 MI SE KEESEVILLE (Lat: 44.491294, Lng: -73.450542), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 50 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 66 (year 2021), Features Intersected: Mud Creek, Facility Carried by Structure: PORT DOUGLAS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)

Condition: Channel: Poor, Culverts: Excellent, Operating Rating: 75.1 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2009, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $88,000, Total Project Cost: $236,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 336988, Location: 1 MILE FROM CLINTONVILLE (Lat: 44.468092, Lng: -73.563619), Route carried "on" structure: City street , Year Built: 2001, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 50 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 66 (year 2021), Design Load: HS 25, Features Intersected: Carney Brook, Facility Carried by Structure: DUGWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $122,000, Roadway Improvement Cost: $73,000, Total Project Cost: $195,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 336989, Location: 5.8 MI SOUTH GREENE ST (Lat: 44.376233, Lng: -73.566117), Route carried "on" structure: County highway , Year Built: 2001, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 100 (year 2001), Truck Traffic: 8%, Average Future Daily Traffic: 131 (year 2021), Design Load: HS 25, Features Intersected: HALE BROOK, Facility Carried by Structure: TROUT POND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2009, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $89,000, Total Project Cost: $239,000 ( Estimate for 2009), Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 337045, Location: 1.5 Mi. N.E. Rte. 9 Keesv (Lat: 44.513581, Lng: -73.453858), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 400 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 525 , Design Load: HS 25, Features Intersected: MUD BROOK, Facility Carried by Structure: CR 17, SOPER RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.26m (7.41ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2008, Bridge Improvement Cost: $174,000, Roadway Improvement Cost: $104,000, Total Project Cost: $278,000 ( Estimate for 2009), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing

Find on map >>

Structure Number: 1005911, Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.412206, Lng: -73.497269), Route carried "under" structure: US 9, Year Built: 1965, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 620 (year 2008), Truck Traffic: 9%, Features Intersected: RTE 9, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 82.268, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.2m (82.7ft)

Find on map >>

Structure Number: 1005912, Location: 2.3 MI S JCT RTS I87 & 22 (Lat: 44.412669, Lng: -73.496981), Route carried "under" structure: US 9, Year Built: 1965, Structure Length: 6.97m (22.87ft), Average Daily Traffic: 620 (year 2008), Truck Traffic: 9%, Features Intersected: RTE 9, Facility Carried by Structure: RTE I87
Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 82.316, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft)

Find on map >>

Structure Number: 105422, Location: EXIT 33 OF I87 (Lat: 44.444261, Lng: -73.491608), Route carried "under" structure: Interstate 87, Year Built: 1965, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 11,443 (year 2007), Truck Traffic: 26%, Features Intersected: RTE I87, Facility Carried by Structure: ACCESS-US 9/SH 22
Minimum Vertical Clearance: 5.63m (18.47ft), Kilometerpoint: 86.693, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.2m (108.9ft)

Find on map >>

Structure Number: 105423, Location: .1 MILE S JCT I87 & SH 9N (Lat: 44.488650, Lng: -73.491272), Route carried "under" structure: Interstate 87, Year Built: 1961, Structure Length: 7.13m (23.39ft), Average Daily Traffic: 11,443 (year 2007), Truck Traffic: 26%, Features Intersected: RTE I87, Facility Carried by Structure: AUGUR LAKE ROAD
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 91.745, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft)