Bridge Statistics for Jordan, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 151ft / 45.9mTotal length
- $34,301,000Total costs
- 83,745Total average daily traffic
- 7,853Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Jordan
- No street view available for this location
- New bridges - historical statistics
- 11910-1919
- 21950-1959
- 11960-1969
- 41980-1989
- 32000-2009
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 21990-1999
- Bridge Condition - Deck
- 42.9%Good
- 28.6%Satisfactory
- 28.6%Fair
- Bridge Condition - Superstructure
- 33.3%Very good
- 33.3%Good
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 22.2%Very good
- 33.3%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Channel
- 25.0%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
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Structure Number: 102186, Location: .2 MI S JCT SH 31C & I90 (Lat: 43.073019, Lng: -76.479642), Route carried "on" structure: State highway 31, Year Built: 1962, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,239 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,259 (year 2040), Design Load: HS 20, Features Intersected: SKANEATELES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.0 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: 36.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $332,000, Total Project Cost: $898,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102186, Location: .2 MI S JCT SH 31C & I90 (Lat: 43.073019, Lng: -76.479642), Route carried "on" structure: State highway 31, Year Built: 1962, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 3,239 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,259 (year 2040), Design Load: HS 20, Features Intersected: SKANEATELES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.979, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 14.3m (46.9ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.0 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: 36.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $566,000, Roadway Improvement Cost: $332,000, Total Project Cost: $898,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102187, Location: .1 MI S JCT SH 31 & I90 (Lat: 43.075092, Lng: -76.480586), Route carried "on" structure: State highway 31, Year Built: 1983, Year Reconstructed: 2002, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 3,239 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,259 (year 2040), Design Load: HS 20, Features Intersected: CSX RR / AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 49.6 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: 12.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,827,000, Roadway Improvement Cost: $1,655,000, Total Project Cost: $4,482,000 ( 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: 102187, Location: .1 MI S JCT SH 31 & I90 (Lat: 43.075092, Lng: -76.480586), Route carried "on" structure: State highway 31, Year Built: 1983, Year Reconstructed: 2002, Status: Open, Structure Length: 7.74m (25.39ft), Average Daily Traffic: 3,239 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,259 (year 2040), Design Load: HS 20, Features Intersected: CSX RR / AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Operating Rating: 49.6 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: 12.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.74m (25.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $2,827,000, Roadway Improvement Cost: $1,655,000, Total Project Cost: $4,482,000 ( 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: 102189, Location: JCT RTS 31 & I-90 (Lat: 43.076914, Lng: -76.481453), Route carried "on" structure: State highway 31, Year Built: 1982, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,239 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,259 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,793,000, Roadway Improvement Cost: $1,050,000, Total Project Cost: $2,844,000 ( 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: 102189, Location: JCT RTS 31 & I-90 (Lat: 43.076914, Lng: -76.481453), Route carried "on" structure: State highway 31, Year Built: 1982, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 3,239 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 3,259 (year 2040), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.430, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Maintenance Responsibility: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,793,000, Roadway Improvement Cost: $1,050,000, Total Project Cost: $2,844,000 ( 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: 102208, Location: 1.3 MI NW JCT RTS 31C + 5 (Lat: 43.052878, Lng: -76.464714), Route carried "on" structure: County highway , Year Built: 1916, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 29 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 41 (year 2040), Features Intersected: SKANEATELES CREEK, Facility Carried by Structure: Valley Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $236,000, Total Project Cost: $639,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102208, Location: 1.3 MI NW JCT RTS 31C + 5 (Lat: 43.052878, Lng: -76.464714), Route carried "on" structure: County highway , Year Built: 1916, Status: Open, Structure Length: 1.65m (5.41ft), Average Daily Traffic: 29 (year 2020), Truck Traffic: 33%, Average Future Daily Traffic: 41 (year 2040), Features Intersected: SKANEATELES CREEK, Facility Carried by Structure: Valley Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 38.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 10.3 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $403,000, Roadway Improvement Cost: $236,000, Total Project Cost: $639,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102209, Location: .3 MI S JCT SH 31 & SH31C (Lat: 43.064356, Lng: -76.471764), Route carried "on" structure: State highway 317, Year Built: 2003, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,461 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,440 (year 2040), Design Load: HS 25 or greater, Features Intersected: SKANEATELES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $228,000, Total Project Cost: $618,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102209, Location: .3 MI S JCT SH 31 & SH31C (Lat: 43.064356, Lng: -76.471764), Route carried "on" structure: State highway 317, Year Built: 2003, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,461 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 3,440 (year 2040), Design Load: HS 25 or greater, Features Intersected: SKANEATELES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.990, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $228,000, Total Project Cost: $618,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 320789, Location: 2 MI SE CROSS L @ SENECA (Lat: 43.092667, Lng: -76.430228), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 757 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,060 (year 2036), Design Load: HS 25 or greater, Features Intersected: CARPENTER BROOK, Facility Carried by Structure: OLD ROUTE 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $279,000, Total Project Cost: $757,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 320789, Location: 2 MI SE CROSS L @ SENECA (Lat: 43.092667, Lng: -76.430228), Route carried "on" structure: County highway , Year Built: 2000, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 757 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,060 (year 2036), Design Load: HS 25 or greater, Features Intersected: CARPENTER BROOK, Facility Carried by Structure: OLD ROUTE 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.706, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $477,000, Roadway Improvement Cost: $279,000, Total Project Cost: $757,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331312, Location: AT JORDAN (Lat: 43.065461, Lng: -76.471833), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,930 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,702 (year 2037), Features Intersected: SKANEATELES CREEK, Facility Carried by Structure: PERU-JORDAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.0 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: 26.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $333,000, Total Project Cost: $903,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331312, Location: AT JORDAN (Lat: 43.065461, Lng: -76.471833), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,930 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,702 (year 2037), Features Intersected: SKANEATELES CREEK, Facility Carried by Structure: PERU-JORDAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 14.7m (48.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 34.0 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: 26.2 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $569,000, Roadway Improvement Cost: $333,000, Total Project Cost: $903,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33132, Location: 4.5 MI S OF PLAINVILLE (Lat: 43.098964, Lng: -76.423497), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,646 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,301 (year 2040), Design Load: HS 25 or greater, Features Intersected: SENECA RIVER, Facility Carried by Structure: PLAINVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $577,000, Total Project Cost: $1,561,000 ( 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: 33132, Location: 4.5 MI S OF PLAINVILLE (Lat: 43.098964, Lng: -76.423497), Route carried "on" structure: County highway , Year Built: 2008, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 1,646 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,301 (year 2040), Design Load: HS 25 or greater, Features Intersected: SENECA RIVER, Facility Carried by Structure: PLAINVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal 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: 4.08m (13.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $985,000, Roadway Improvement Cost: $577,000, Total Project Cost: $1,561,000 ( 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: 443314, Location: 1.8MI N RTE I90@CAYUGA CL (Lat: 43.101089, Lng: -76.499400), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1985, Status: Open, Structure Length: 19.02m (62.40ft), Average Daily Traffic: 1,097 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,536 (year 2036), Design Load: H 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: COUNTY ROAD 61
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 95.0m (311.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.01m (62.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Underwater Inspection Date: November 2017, Bridge Improvement Cost: $10,978,000, Roadway Improvement Cost: $6,429,000, Total Project Cost: $17,407,000 ( 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: 443314, Location: 1.8MI N RTE I90@CAYUGA CL (Lat: 43.101089, Lng: -76.499400), Route carried "on" structure: County highway , Year Built: 1951, Year Reconstructed: 1985, Status: Open, Structure Length: 19.02m (62.40ft), Average Daily Traffic: 1,097 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,536 (year 2036), Design Load: H 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: COUNTY ROAD 61
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 2.687, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 91.4m (299.9ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 95.0m (311.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.01m (62.37ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Underwater Inspection Date: November 2017, Bridge Improvement Cost: $10,978,000, Roadway Improvement Cost: $6,429,000, Total Project Cost: $17,407,000 ( 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: 5510289, Location: 1MI NNW OF JORDAN ON I-90 (Lat: 43.076961, Lng: -76.482456), Route carried "on" structure: Interstate 90, Year Built: 1950, Year Reconstructed: 1999, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 30,340 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 34,011 (year 2040), Design Load: HS 25 or greater, Features Intersected: SKANEATELES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 32.9m (107.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 39.8m (130.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,644,000, Roadway Improvement Cost: $1,548,000, Total Project Cost: $4,192,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 5510289, Location: 1MI NNW OF JORDAN ON I-90 (Lat: 43.076961, Lng: -76.482456), Route carried "on" structure: Interstate 90, Year Built: 1950, Year Reconstructed: 1999, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 30,340 (year 2018), Truck Traffic: 20%, Average Future Daily Traffic: 34,011 (year 2040), Design Load: HS 25 or greater, Features Intersected: SKANEATELES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 4, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 32.9m (107.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.0m (59.1ft), Curb-To-Curb Width: 38.0m (124.7ft), Out-to-Out Width: 39.8m (130.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 35.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,644,000, Roadway Improvement Cost: $1,548,000, Total Project Cost: $4,192,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 102189, Location: JCT RTS 31 & I-90 (Lat: 43.076914, Lng: -76.481453), Route carried "under" structure: Interstate 90, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 35,768 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: RTE 31
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 482.443, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 102189, Location: JCT RTS 31 & I-90 (Lat: 43.076914, Lng: -76.481453), Route carried "under" structure: Interstate 90, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 35,768 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: RTE 31
Minimum Vertical Clearance: 5.61m (18.41ft), Kilometerpoint: 482.443, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)