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

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Structure Number: 100283,  Location: 01MI E JCT RTS 10+5S (Lat: 42.905794,  Lng: -74.570631),  Route carried "on" structure: State highway 5S,  Year Built: 1931,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 2.77m (9.09ft),  Average Daily Traffic: 4,878 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 6,035 (year 2040),  Design Load: HS 20,  Features Intersected: CANAJOHARIE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.602,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 15.2 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: 11.7 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.77m (9.09ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $719,000,  Roadway Improvement Cost: $421,000,  Total Project Cost: $1,140,000 ( 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: 226693,  Location: AT CANAJOHARIE (Lat: 42.907747,  Lng: -74.569456),  Route carried "on" structure: Other road ,  Year Built: 1953,  Status: Closed,  Structure Length: 5.18m (16.99ft),  Average Daily Traffic: 26 (year 2016),  Average Future Daily Traffic: 36 (year 2036),  Design Load: HS 20+Mod,  Features Intersected: CANAJOHARIE CREEK,  Facility Carried by Structure: INCINERATOR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.113,  Lanes on structure: 2,  Owner: State Toll Authority,  Maintenance Responsibility: Town or Township Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.18m (16.99ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,092,000,  Roadway Improvement Cost: $640,000,  Total Project Cost: $1,732,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 330973,  Location: 2.5 MI SE OF CANAJOHARIE (Lat: 42.876331,  Lng: -74.602767),  Route carried "on" structure: Other road ,  Year Built: 2016,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 93 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 130 (year 2038),  Design Load: HL 93,  Features Intersected: CANAJOHARIE CREEK,  Facility Carried by Structure: MC EWAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.418,  Lanes on structure: 2,  Owner: County 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: 24.4m (80.1ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 68.9 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.49m (8.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $716,000,  Roadway Improvement Cost: $419,000,  Total Project Cost: $1,136,000 ( 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: 330981,  Location: AT CANAJOHARIE (Lat: 42.902761,  Lng: -74.573706),  Route carried "on" structure: Other road ,  Year Built: 1935,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 84 (year 2016),  Average Future Daily Traffic: 118 (year 2036),  Features Intersected: CANAJOHARIE CREEK,  Facility Carried by Structure: CREEK 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: 21.0m (68.9ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $373,000,  Roadway Improvement Cost: $219,000,  Total Project Cost: $592,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 330983,  Location: IN CANAJOHARIE (Lat: 42.905014,  Lng: -74.571464),  Route carried "on" structure: Other road ,  Year Built: 1933,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 3,774 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,669 (year 2040),  Design Load: H 20,  Features Intersected: CANAJOHARIE CREEK,  Facility Carried by Structure: MONTGOMERY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 56.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 14.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.19m (7.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $709,000,  Roadway Improvement Cost: $415,000,  Total Project Cost: $1,124,000 ( Estimate for 2021)

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Structure Number: 400795,  Location: .3 MILE S JCT SH 5 & SH10 (Lat: 42.910081,  Lng: -74.570892),  Route carried "on" structure: State highway 10,  Year Built: 2008,  Status: Open,  Structure Length: 19.35m (63.48ft),  Average Daily Traffic: 7,599 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 9,231 (year 2040),  Design Load: HL 93,  Features Intersected: NYS BARGE CANAL, CSX TRA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.904,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 20 degrees,  Navigation Control: Yes ( Vertical Clearance: 999.9m (3,280.5ft), Horizontal Clearance: 8.5m (27.9ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 80.0m (262.5ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.35m (63.48ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2020,  Underwater Inspection Date: December 2017,  Bridge Improvement Cost: $5,081,000,  Roadway Improvement Cost: $2,975,000,  Total Project Cost: $8,056,000 ( 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: 5007949,  Location: .5 MI W OF I90 EXIT 29 (Lat: 42.908192,  Lng: -74.571192),  Route carried "on" structure: Interstate 90,  Year Built: 2000,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 19,610 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,594 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: RTE 10
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.970,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.0m (118.1ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 35.0m (114.8ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Excellent,  Operating Rating: 88.9 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: Superior to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $2,650,000,  Roadway Improvement Cost: $1,552,000,  Total Project Cost: $4,202,000 ( 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: 551594,  Location: AT VILLAGE OF CANAJOHARIE (Lat: 42.906894,  Lng: -74.562350),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1955,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 6.37m (20.90ft),  Average Daily Traffic: 576 (year 2020),  Truck Traffic: 28%,  Average Future Daily Traffic: 663 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CANAJOHARIE INTER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 75.3 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 minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.37m (20.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,340,000,  Roadway Improvement Cost: $784,000,  Total Project Cost: $2,124,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 5515959,  Location: JCT I-90 < CANAJOHARIE CK (Lat: 42.908131,  Lng: -74.569114),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 11.64m (38.19ft),  Average Daily Traffic: 19,610 (year 2020),  Truck Traffic: 31%,  Average Future Daily Traffic: 22,594 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: INCINERATOR ROAD, CANAJO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.099,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 21 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 33.1m (108.6ft),  Out-to-Out Width: 34.6m (113.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 45.4 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: 35.0 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.64m (38.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,327,000,  Roadway Improvement Cost: $3,705,000,  Total Project Cost: $10,032,000 ( 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: 5007949,  Location: .5 MI W OF I90 EXIT 29 (Lat: 42.908192,  Lng: -74.571192),  Route carried "under" structure: State highway 10,  Year Built: 2000,  Structure Length: 0. m,  Average Daily Traffic: 7,995 (year 1999),  Features Intersected: RTE 10,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 12.904,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.0m (118.1ft)

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Structure Number: 551594,  Location: AT VILLAGE OF CANAJOHARIE (Lat: 42.906894,  Lng: -74.562350),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 11,680 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: CANAJOHARIE INTER
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 312.307,  Lanes on structure: 2,  Lanes under structure: 3,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 5515959,  Location: JCT I-90 < CANAJOHARIE CK (Lat: 42.908131,  Lng: -74.569114),  Route carried "under" structure: Other road ,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 26 (year 2016),  Features Intersected: INCINERATOR ROAD, CANAJO,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.113,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)