Bridge Statistics for Canisteo, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 131ft / 40.1mTotal length
- $21,601,000Total costs
- 20,010Total average daily traffic
- 1,641Total average daily truck traffic
- 21,978Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Canisteo
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 11970-1979
- 21980-1989
- 71990-1999
- 12000-2009
- 22010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 6.3%Excellent
- 18.8%Very good
- 37.5%Good
- 25.0%Satisfactory
- 12.5%Fair
- Bridge Condition - Superstructure
- 6.3%Excellent
- 12.5%Very good
- 37.5%Good
- 31.3%Satisfactory
- 6.3%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 31.3%Good
- 25.0%Satisfactory
- 31.3%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 31.3%Fair
- 6.3%Poor
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Structure Number: 102351, Location: 2.7 NW OF S CANISTEO (Lat: 42.229789, Lng: -77.575817), Route carried "on" structure: State highway 36, Year Built: 1990, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,489 (year 2040), Design Load: HS 20, Features Intersected: GRAVEL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $278,000, Total Project Cost: $751,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102351, Location: 2.7 NW OF S CANISTEO (Lat: 42.229789, Lng: -77.575817), Route carried "on" structure: State highway 36, Year Built: 1990, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,489 (year 2040), Design Load: HS 20, Features Intersected: GRAVEL RUN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.812, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.6m (57.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $474,000, Roadway Improvement Cost: $278,000, Total Project Cost: $751,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102352, Location: 1.8 MI SE OF CANISTEO (Lat: 42.254475, Lng: -77.583250), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,489 (year 2040), Design Load: HS 25 or greater, Features Intersected: COLONEL BILLS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.692, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,315,000, Roadway Improvement Cost: $770,000, Total Project Cost: $2,084,000 ( 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: 102352, Location: 1.8 MI SE OF CANISTEO (Lat: 42.254475, Lng: -77.583250), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 3.38m (11.09ft), Average Daily Traffic: 1,480 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,489 (year 2040), Design Load: HS 25 or greater, Features Intersected: COLONEL BILLS CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.692, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: 3.38m (11.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,315,000, Roadway Improvement Cost: $770,000, Total Project Cost: $2,084,000 ( 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: 102353, Location: 0.7 MI SE OF CANISTEO (Lat: 42.265367, Lng: -77.594000), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,463 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,478 (year 2040), Design Load: HS 25 or greater, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.1m (180.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,331,000, Roadway Improvement Cost: $1,365,000, Total Project Cost: $3,697,000 ( 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: 102353, Location: 0.7 MI SE OF CANISTEO (Lat: 42.265367, Lng: -77.594000), Route carried "on" structure: State highway 36, Year Built: 1999, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 2,463 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 2,478 (year 2040), Design Load: HS 25 or greater, Features Intersected: BENNETT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.285, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 55.1m (180.8ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.60m (18.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,331,000, Roadway Improvement Cost: $1,365,000, Total Project Cost: $3,697,000 ( 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: 104324, Location: 3.2 MI S OF CANISTEO (Lat: 42.213258, Lng: -77.615692), Route carried "on" structure: State highway 248, Year Built: 1939, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,185 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,236 (year 2040), Design Load: H 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $220,000, Total Project Cost: $597,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 104324, Location: 3.2 MI S OF CANISTEO (Lat: 42.213258, Lng: -77.615692), Route carried "on" structure: State highway 248, Year Built: 1939, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,185 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,236 (year 2040), Design Load: H 20, Features Intersected: SUGAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.615, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $376,000, Roadway Improvement Cost: $220,000, Total Project Cost: $597,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 104325, Location: 2.6 MI S OF CANISTEO (Lat: 42.236267, Lng: -77.610131), Route carried "on" structure: State highway 248, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,185 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,236 (year 2040), Design Load: HL 93, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.3 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: 62.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $344,000, Total Project Cost: $932,000 ( 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: 104325, Location: 2.6 MI S OF CANISTEO (Lat: 42.236267, Lng: -77.610131), Route carried "on" structure: State highway 248, Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 1,185 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 1,236 (year 2040), Design Load: HL 93, Features Intersected: FALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.206, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 82.3 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: 62.2 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $588,000, Roadway Improvement Cost: $344,000, Total Project Cost: $932,000 ( 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: 106059, Location: SOUTH END OF CANISTEO (Lat: 42.260144, Lng: -77.612158), Route carried "on" structure: State highway 248, Year Built: 2004, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,408 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,555 (year 2040), Design Load: HL 93, Features Intersected: PURDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,121,000, Roadway Improvement Cost: $657,000, Total Project Cost: $1,778,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 106059, Location: SOUTH END OF CANISTEO (Lat: 42.260144, Lng: -77.612158), Route carried "on" structure: State highway 248, Year Built: 2004, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 3,408 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 3,555 (year 2040), Design Load: HL 93, Features Intersected: PURDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.893, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.7m (58.1ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.0m, Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.68m (12.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,121,000, Roadway Improvement Cost: $657,000, Total Project Cost: $1,778,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 221668, Location: 1.3 MI NORTH OF CANISTEO (Lat: 42.288475, Lng: -77.606233), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 133 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 186 (year 2038), Features Intersected: HAMMER CREEK, Facility Carried by Structure: HAMMER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 77.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $181,000, Total Project Cost: $490,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221668, Location: 1.3 MI NORTH OF CANISTEO (Lat: 42.288475, Lng: -77.606233), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 133 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 186 (year 2038), Features Intersected: HAMMER CREEK, Facility Carried by Structure: HAMMER CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 3 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 77.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $309,000, Roadway Improvement Cost: $181,000, Total Project Cost: $490,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221671, Location: 2.0 MI SW OF ADRIAN (Lat: 42.237842, Lng: -77.554811), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 58 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 81 (year 2038), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: PIERCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $145,000, Total Project Cost: $393,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221671, Location: 2.0 MI SW OF ADRIAN (Lat: 42.237842, Lng: -77.554811), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 58 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 81 (year 2038), Design Load: HS 20, Features Intersected: ROCK RUN CREEK, Facility Carried by Structure: PIERCE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 38.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $248,000, Roadway Improvement Cost: $145,000, Total Project Cost: $393,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221805, Location: IN CANISTEO (Lat: 42.276250, Lng: -77.601606), Route carried "on" structure: Other road , Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,469 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,057 (year 2040), Features Intersected: CANISTEO RIVER, Facility Carried by Structure: DEPOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $1,011,000, Total Project Cost: $2,736,000 ( 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: 221805, Location: IN CANISTEO (Lat: 42.276250, Lng: -77.601606), Route carried "on" structure: Other road , Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 6.00m (19.69ft), Average Daily Traffic: 1,469 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,057 (year 2040), Features Intersected: CANISTEO RIVER, Facility Carried by Structure: DEPOT STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: Somewhat better than minimum adequacy, Length Of Structure Improvement: 6.00m (19.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $1,011,000, Total Project Cost: $2,736,000 ( 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: 333311, Location: 3.2 MI E OF CANISTEO (Lat: 42.264931, Lng: -77.548481), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 806 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 840 (year 2040), Features Intersected: BAKER CREEK, Facility Carried by Structure: COUNTY ROAD 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $98,000, Total Project Cost: $265,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333311, Location: 3.2 MI E OF CANISTEO (Lat: 42.264931, Lng: -77.548481), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 0.88m (2.89ft), Average Daily Traffic: 806 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 840 (year 2040), Features Intersected: BAKER CREEK, Facility Carried by Structure: COUNTY ROAD 14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.145, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Channel: Fair, Culverts: Excellent, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.88m (2.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $167,000, Roadway Improvement Cost: $98,000, Total Project Cost: $265,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333318, Location: 1.0 MI SE OF CANISTEO (Lat: 42.265839, Lng: -77.581289), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 905 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,267 (year 2040), Design Load: HS 25 or greater, Features Intersected: OBES GLEN CREEK, Facility Carried by Structure: COUNTY ROAD 128
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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: November 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $245,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333318, Location: 1.0 MI SE OF CANISTEO (Lat: 42.265839, Lng: -77.581289), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 905 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,267 (year 2040), Design Load: HS 25 or greater, Features Intersected: OBES GLEN CREEK, Facility Carried by Structure: COUNTY ROAD 128
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.156, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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: November 2021, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $245,000, Total Project Cost: $663,000 ( 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: 333351, Location: 1.1 MI N OF CANISTEO (Lat: 42.286403, Lng: -77.608697), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 551 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 771 (year 2038), Design Load: HS 20, Features Intersected: HAMMER CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $192,000, Total Project Cost: $520,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333351, Location: 1.1 MI N OF CANISTEO (Lat: 42.286403, Lng: -77.608697), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 551 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 771 (year 2038), Design Load: HS 20, Features Intersected: HAMMER CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.676, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $328,000, Roadway Improvement Cost: $192,000, Total Project Cost: $520,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333352, Location: 1.6 M N OF CANISTEO (Lat: 42.292172, Lng: -77.615367), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 551 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 771 (year 2038), Design Load: HS 25 or greater, Features Intersected: CUNNINGHAM CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 88.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $609,000, Roadway Improvement Cost: $356,000, Total Project Cost: $965,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333352, Location: 1.6 M N OF CANISTEO (Lat: 42.292172, Lng: -77.615367), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 551 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 771 (year 2038), Design Load: HS 25 or greater, Features Intersected: CUNNINGHAM CREEK, Facility Carried by Structure: COUNTY ROAD 29
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.577, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 88.0 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $609,000, Roadway Improvement Cost: $356,000, Total Project Cost: $965,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333438, Location: 1.5 MI E OF CANISTEO (Lat: 42.263975, Lng: -77.579994), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1992, Status: Posted for load-capacity, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,023 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,067 (year 2040), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.565, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 16.5 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: 12.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $672,000, Total Project Cost: $1,820,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333438, Location: 1.5 MI E OF CANISTEO (Lat: 42.263975, Lng: -77.579994), Route carried "on" structure: County highway , Year Built: 1978, Year Reconstructed: 1992, Status: Posted for load-capacity, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 1,023 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,067 (year 2040), Design Load: HS 20, Features Intersected: CANISTEO RIVER, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.565, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 16.5 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: 12.6 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: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Underwater Inspection Date: June 2019, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $672,000, Total Project Cost: $1,820,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33344, Location: 1.9 MI E OF CANISTEO (Lat: 42.264636, Lng: -77.565617), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,145 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,194 (year 2040), Design Load: HS 20, Features Intersected: STEPHENS CREEK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $217,000, Total Project Cost: $587,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33344, Location: 1.9 MI E OF CANISTEO (Lat: 42.264636, Lng: -77.565617), Route carried "on" structure: County highway , Year Built: 1931, Year Reconstructed: 1990, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,145 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,194 (year 2040), Design Load: HS 20, Features Intersected: STEPHENS CREEK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.310, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $370,000, Roadway Improvement Cost: $217,000, Total Project Cost: $587,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333441, Location: 2.8 MI E OF CANISTEO (Lat: 42.264819, Lng: -77.552711), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,145 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,194 (year 2040), Design Load: HS 20, Features Intersected: TAYLOR HOLLOW CRK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $142,000, Total Project Cost: $385,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333441, Location: 2.8 MI E OF CANISTEO (Lat: 42.264819, Lng: -77.552711), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1990, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,145 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 1,194 (year 2040), Design Load: HS 20, Features Intersected: TAYLOR HOLLOW CRK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.248, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $142,000, Total Project Cost: $385,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335952, Location: 1.5 MI EAST OF CANISTEO (Lat: 42.265008, Lng: -77.577231), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,023 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,067 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.2 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: 30.1 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,853,000, Roadway Improvement Cost: $1,085,000, Total Project Cost: $2,938,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335952, Location: 1.5 MI EAST OF CANISTEO (Lat: 42.265008, Lng: -77.577231), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 1,023 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,067 (year 2040), Design Load: HS 20, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 39.276, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 39.2 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: 30.1 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $1,853,000, Roadway Improvement Cost: $1,085,000, Total Project Cost: $2,938,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other