Bridge Statistics for Cazenovia, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 62ft / 18.5mTotal length
- $7,828,000Total costs
- 14,360Total average daily traffic
- 763Total average daily truck traffic
- 17,042Total future (year 2017) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Cazenovia
- No street view available for this location
- New bridges - historical statistics
- 11940-1949
- 11950-1959
- 21960-1969
- 21970-1979
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 22.2%Very good
- 22.2%Good
- 11.1%Satisfactory
- 44.4%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 22.2%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 44.4%Very good
- 22.2%Good
- 33.3%Satisfactory
- Bridge Condition - Channel
- 40.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 40.0%Fair
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Structure Number: 101055, Location: 1 MI EAST JCT RTS 20 & 13 (Lat: 42.929842, Lng: -75.850072), Route carried "on" structure: US 20, Year Built: 1993, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 8,794 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,485 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.133, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $998,000, Roadway Improvement Cost: $584,000, Total Project Cost: $1,582,000 ( 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: 101055, Location: 1 MI EAST JCT RTS 20 & 13 (Lat: 42.929842, Lng: -75.850072), Route carried "on" structure: US 20, Year Built: 1993, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 8,794 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 9,485 (year 2040), Design Load: HS 25 or greater, Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.133, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.7m (58.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.40m (7.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $998,000, Roadway Improvement Cost: $584,000, Total Project Cost: $1,582,000 ( 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: 101056, Location: 3 MI N JCT US 20 & SH 13 (Lat: 42.977944, Lng: -75.841361), Route carried "on" structure: State highway 13, Year Built: 1976, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 661 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 689 (year 2040), Design Load: HS 20, Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 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: Better than present minimum 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $654,000, Roadway Improvement Cost: $383,000, Total Project Cost: $1,037,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101056, Location: 3 MI N JCT US 20 & SH 13 (Lat: 42.977944, Lng: -75.841361), Route carried "on" structure: State highway 13, Year Built: 1976, Status: Open, Structure Length: 2.59m (8.50ft), Average Daily Traffic: 661 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 689 (year 2040), Design Load: HS 20, Features Intersected: CHITTENANGO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 31.472, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 88.9 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: Better than present minimum 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: 2.59m (8.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $654,000, Roadway Improvement Cost: $383,000, Total Project Cost: $1,037,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230875, Location: 3 MI NW CAZENOVIA (Lat: 42.890925, Lng: -75.873472), Route carried "on" structure: County highway , Year Built: 1946, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 172 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 241 (year 2039), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: BALLINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $513,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230875, Location: 3 MI NW CAZENOVIA (Lat: 42.890925, Lng: -75.873472), Route carried "on" structure: County highway , Year Built: 1946, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 172 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 241 (year 2039), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: BALLINA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: County Highway Agency, Maintenance Responsibility: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, Operating Rating: 27.5 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: 21.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $323,000, Roadway Improvement Cost: $189,000, Total Project Cost: $513,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230876, Location: 2 MI SOUTH OF CAZENOVIA (Lat: 42.911533, Lng: -75.867319), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 331 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 463 (year 2039), Design Load: HS 20, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: RIPPLETON CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $231,000, Total Project Cost: $624,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 230876, Location: 2 MI SOUTH OF CAZENOVIA (Lat: 42.911533, Lng: -75.867319), Route carried "on" structure: Other road , Year Built: 1986, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 331 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 463 (year 2039), Design Load: HS 20, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: RIPPLETON CROSS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.113, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $394,000, Roadway Improvement Cost: $231,000, Total Project Cost: $624,000 ( 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: 230877, Location: 0.5 E JCT RTS 20 & 13 (Lat: 42.927653, Lng: -75.852958), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,345 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,883 (year 2039), Design Load: HS 20, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.348, 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $462,000, Total Project Cost: $1,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 230877, Location: 0.5 E JCT RTS 20 & 13 (Lat: 42.927653, Lng: -75.852958), Route carried "on" structure: Other road , Year Built: 1988, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1,345 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 1,883 (year 2039), Design Load: HS 20, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.348, 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: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $789,000, Roadway Improvement Cost: $462,000, Total Project Cost: $1,251,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 230878, Location: 1.3 MI N OF CAZENOVIA (Lat: 42.931944, Lng: -75.848706), Route carried "on" structure: Other road , Year Built: 1954, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 895 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,253 (year 2038), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $232,000, Total Project Cost: $629,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230878, Location: 1.3 MI N OF CAZENOVIA (Lat: 42.931944, Lng: -75.848706), Route carried "on" structure: Other road , Year Built: 1954, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 895 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,253 (year 2038), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: BURR STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.7m (5.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $397,000, Roadway Improvement Cost: $232,000, Total Project Cost: $629,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 230879, Location: 1 MI NORTH OF CAZENOVIA (Lat: 42.936506, Lng: -75.846431), Route carried "on" structure: Other road , Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 642 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 899 (year 2039), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: CLARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $453,000, Roadway Improvement Cost: $266,000, Total Project Cost: $719,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 230879, Location: 1 MI NORTH OF CAZENOVIA (Lat: 42.936506, Lng: -75.846431), Route carried "on" structure: Other road , Year Built: 1966, Year Reconstructed: 2012, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 642 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 899 (year 2039), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: CLARK STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.3 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $453,000, Roadway Improvement Cost: $266,000, Total Project Cost: $719,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330874, Location: 3 MI SE JCT RTS 13 & 20 (Lat: 42.887106, Lng: -75.827144), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 752 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,053 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: CR50 CONSTINE BRID
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.586, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 14.0m (45.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $204,000, Total Project Cost: $552,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 330874, Location: 3 MI SE JCT RTS 13 & 20 (Lat: 42.887106, Lng: -75.827144), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 752 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,053 (year 2037), Design Load: HS 25 or greater, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: CR50 CONSTINE BRID
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.586, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 14.0m (45.9ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $348,000, Roadway Improvement Cost: $204,000, Total Project Cost: $552,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335807, Location: 4 MI S CAZENOVIA (Lat: 42.876369, Lng: -75.848742), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 749 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,049 (year 2037), Design Load: H 20, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: CR65 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $93,000, Total Project Cost: $251,000 ( Estimate for 2021)
Structure Number: 335807, Location: 4 MI S CAZENOVIA (Lat: 42.876369, Lng: -75.848742), Route carried "on" structure: County highway , Year Built: 1969, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 749 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,049 (year 2037), Design Load: H 20, Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: CR65 EAST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.556, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.5m (18.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $158,000, Roadway Improvement Cost: $93,000, Total Project Cost: $251,000 ( Estimate for 2021)
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Structure Number: 336712, Location: 2.5 MI NORTH OF CAZENOVIA (Lat: 42.941031, Lng: -75.843103), Route carried "on" structure: Ramp Other road , Year Built: 1979, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 19 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 27 (year 2017), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: TREATMNT PLANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $247,000, Total Project Cost: $670,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336712, Location: 2.5 MI NORTH OF CAZENOVIA (Lat: 42.941031, Lng: -75.843103), Route carried "on" structure: Ramp Other road , Year Built: 1979, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 19 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 27 (year 2017), Features Intersected: CHITTENANGO CREEK, Facility Carried by Structure: TREATMNT PLANT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $247,000, Total Project Cost: $670,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous