Bridge Statistics for Pierrepont Manor, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 16Number of bridges
- 102ft / 30.8mTotal length
- $12,024,000Total costs
- 86,274Total average daily traffic
- 3,413Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Pierrepont Manor
- No street view available for this location
- New bridges - historical statistics
- 101960-1969
- 11980-1989
- 31990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 20.0%Excellent
- 40.0%Very good
- 10.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 20.0%Excellent
- 20.0%Very good
- 20.0%Good
- 40.0%Satisfactory
- Bridge Condition - Substructure
- 10.0%Excellent
- 30.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Channel
- 12.5%Excellent
- 50.0%Very good
- 25.0%Good
- 12.5%Satisfactory
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Structure Number: 100863, Location: 0.2 MI N JCT RTS 11 & 193 (Lat: 43.737128, Lng: -76.057731), Route carried "on" structure: US 11, Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,946 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $359,000, Total Project Cost: $971,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 100863, Location: 0.2 MI N JCT RTS 11 & 193 (Lat: 43.737128, Lng: -76.057731), Route carried "on" structure: US 11, Year Built: 1997, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,866 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 1,946 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.675, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.7m (31.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $613,000, Roadway Improvement Cost: $359,000, Total Project Cost: $971,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1032, Location: JCT RTS 193 + I-81 (Lat: 43.737775, Lng: -76.074561), Route carried "on" structure: State highway 193, Year Built: 1961, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 827 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 862 (year 2040), Design Load: H 20, Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.341, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $883,000, Roadway Improvement Cost: $517,000, Total Project Cost: $1,400,000 ( 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: 1032, Location: JCT RTS 193 + I-81 (Lat: 43.737775, Lng: -76.074561), Route carried "on" structure: State highway 193, Year Built: 1961, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 827 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 862 (year 2040), Design Load: H 20, Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.341, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $883,000, Roadway Improvement Cost: $517,000, Total Project Cost: $1,400,000 ( 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: 1032011, Location: 0.2 MI N JCT 193 + I-81 (Lat: 43.740839, Lng: -76.073742), Route carried "on" structure: Interstate 81, Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,336 (year 2009), Truck Traffic: 24%, Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: 63.5 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $245,000, Total Project Cost: $665,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1032011, Location: 0.2 MI N JCT 193 + I-81 (Lat: 43.740839, Lng: -76.073742), Route carried "on" structure: Interstate 81, Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 9,336 (year 2009), Truck Traffic: 24%, Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Very good, Culverts: Satisfactory, 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: 63.5 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $245,000, Total Project Cost: $665,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1032012, Location: 0.2 MI N JCT 193 + I-81 (Lat: 43.740667, Lng: -76.072900), Route carried "on" structure: Interstate 81, Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,311 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,134 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 63.5 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1032012, Location: 0.2 MI N JCT 193 + I-81 (Lat: 43.740667, Lng: -76.072900), Route carried "on" structure: Interstate 81, Year Built: 1961, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 4,311 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 5,134 (year 2040), Design Load: HS 20, Features Intersected: BEAR CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.739, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, 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: 63.5 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 103202, Location: 1.0 MI N JCT 193 + I-81 (Lat: 43.748578, Lng: -76.066094), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 114 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 160 (year 2018), Design Load: HS 20, Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,598,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 103202, Location: 1.0 MI N JCT 193 + I-81 (Lat: 43.748578, Lng: -76.066094), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 114 (year 1998), Truck Traffic: 6%, Average Future Daily Traffic: 160 (year 2018), Design Load: HS 20, Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,598,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 109469, Location: JCT 193 + I-81 NB (Lat: 43.737614, Lng: -76.073744), Route carried "on" structure: State highway 193, Year Built: 1961, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 827 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 862 (year 2040), Design Load: H 20, Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $883,000, Roadway Improvement Cost: $517,000, Total Project Cost: $1,400,000 ( 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: 109469, Location: JCT 193 + I-81 NB (Lat: 43.737614, Lng: -76.073744), Route carried "on" structure: State highway 193, Year Built: 1961, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 827 (year 2020), Truck Traffic: 11%, Average Future Daily Traffic: 862 (year 2040), Design Load: H 20, Features Intersected: RTE I81
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.405, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.8m (42.0ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $883,000, Roadway Improvement Cost: $517,000, Total Project Cost: $1,400,000 ( 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: 109487, Location: 0.9 MI N JCT RTS 193+I-81 (Lat: 43.747839, Lng: -76.065872), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 129 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2040), Design Load: HS 20, Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.195, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $997,000, Roadway Improvement Cost: $584,000, Total Project Cost: $1,580,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 109487, Location: 0.9 MI N JCT RTS 193+I-81 (Lat: 43.747839, Lng: -76.065872), Route carried "on" structure: County highway , Year Built: 1961, Status: Open, Structure Length: 4.63m (15.19ft), Average Daily Traffic: 129 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2040), Design Load: HS 20, Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.195, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.63m (15.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $997,000, Roadway Improvement Cost: $584,000, Total Project Cost: $1,580,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333845, Location: 3.0 MI NW OF MANNSVILLE (Lat: 43.745831, Lng: -76.090414), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 164 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 230 (year 2037), Features Intersected: BEAR CREEK, Facility Carried by Structure: LOG LONDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.5 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: 22.0 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: 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 minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $226,000, Total Project Cost: $612,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333845, Location: 3.0 MI NW OF MANNSVILLE (Lat: 43.745831, Lng: -76.090414), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 164 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 230 (year 2037), Features Intersected: BEAR CREEK, Facility Carried by Structure: LOG LONDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.547, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 28.5 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: 22.0 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: 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 minimum criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $226,000, Total Project Cost: $612,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333846, Location: 3.5 MILES NE OF ELLISBURG (Lat: 43.757422, Lng: -76.091333), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 149 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 209 (year 2039), Features Intersected: SOUTH SANDY CREEK, Facility Carried by Structure: LOG LONDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $248,000, Total Project Cost: $671,000 ( 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: 333846, Location: 3.5 MILES NE OF ELLISBURG (Lat: 43.757422, Lng: -76.091333), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 2.47m (8.10ft), Average Daily Traffic: 149 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 209 (year 2039), Features Intersected: SOUTH SANDY CREEK, Facility Carried by Structure: LOG LONDON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.834, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.6m (77.4ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 70.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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 desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.46m (8.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $423,000, Roadway Improvement Cost: $248,000, Total Project Cost: $671,000 ( 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: 333848, Location: 1 MILE N JCT CR91 & I81 (Lat: 43.762206, Lng: -76.067264), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 129 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH SANDY CREEK, Facility Carried by Structure: County Route 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $598,000, Total Project Cost: $1,619,000 ( 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: 333848, Location: 1 MILE N JCT CR91 & I81 (Lat: 43.762206, Lng: -76.067264), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 4.69m (15.39ft), Average Daily Traffic: 129 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 181 (year 2040), Design Load: HS 25 or greater, Features Intersected: SOUTH SANDY CREEK, Facility Carried by Structure: County Route 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Excellent, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 67.1 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.69m (15.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $598,000, Total Project Cost: $1,619,000 ( 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: 33385, Location: 2 MI E EXIT 40 OF I-81 (Lat: 43.737039, Lng: -76.058969), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 348 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $294,000, Total Project Cost: $796,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33385, Location: 2 MI E EXIT 40 OF I-81 (Lat: 43.737039, Lng: -76.058969), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 348 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 487 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEAR CREEK, Facility Carried by Structure: COUNTY ROAD 91
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.611, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $502,000, Roadway Improvement Cost: $294,000, Total Project Cost: $796,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333851, Location: 3.0 N OF MANNSVILLE (Lat: 43.762614, Lng: -76.037006), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 103 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 144 (year 2039), Features Intersected: RAYSTONE CREEK, Facility Carried by Structure: LEMAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 59.9 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: 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: October 2020, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $133,000, Total Project Cost: $360,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333851, Location: 3.0 N OF MANNSVILLE (Lat: 43.762614, Lng: -76.037006), Route carried "on" structure: Other road , Year Built: 2014, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 103 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 144 (year 2039), Features Intersected: RAYSTONE CREEK, Facility Carried by Structure: LEMAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 17.1m (56.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 59.9 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: 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: October 2020, Bridge Improvement Cost: $227,000, Roadway Improvement Cost: $133,000, Total Project Cost: $360,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1032, Location: JCT RTS 193 + I-81 (Lat: 43.737775, Lng: -76.074561), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 17,265 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: RTE 193
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 16.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
Structure Number: 1032, Location: JCT RTS 193 + I-81 (Lat: 43.737775, Lng: -76.074561), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 17,265 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: RTE 193
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 16.331, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 13.1m (43.0ft)
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Structure Number: 103202, Location: 1.0 MI N JCT 193 + I-81 (Lat: 43.748578, Lng: -76.066094), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 17,265 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 8.737, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 103202, Location: 1.0 MI N JCT 193 + I-81 (Lat: 43.748578, Lng: -76.066094), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 17,265 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 4.95m (16.24ft), Kilometerpoint: 8.737, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
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Structure Number: 109469, Location: JCT 193 + I-81 NB (Lat: 43.737614, Lng: -76.073744), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 16,176 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: RTE 193
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.401, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
Structure Number: 109469, Location: JCT 193 + I-81 NB (Lat: 43.737614, Lng: -76.073744), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 16,176 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: RTE 193
Minimum Vertical Clearance: 5.26m (17.26ft), Kilometerpoint: 7.401, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 12.8m (42.0ft)
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Structure Number: 109487, Location: 0.9 MI N JCT RTS 193+I-81 (Lat: 43.747839, Lng: -76.065872), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 17,265 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 8.801, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)
Structure Number: 109487, Location: 0.9 MI N JCT RTS 193+I-81 (Lat: 43.747839, Lng: -76.065872), Route carried "under" structure: Interstate 81, Year Built: 1961, Structure Length: 0. m, Average Daily Traffic: 17,265 (year 1999), Features Intersected: RTE I81, Facility Carried by Structure: CR 91
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 8.801, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 16.1m (52.8ft)