Bridge Statistics for Kendall, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 26Number of bridges
- 184ft / 56.1mTotal length
- $32,450,000Total costs
- 13,782Total average daily traffic
- 539Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Kendall
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 21950-1959
- 181970-1979
- 11980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- Bridge Condition - Deck
- 6.3%Excellent
- 18.8%Good
- 56.3%Satisfactory
- 18.8%Fair
- Bridge Condition - Superstructure
- 6.3%Excellent
- 50.0%Good
- 18.8%Satisfactory
- 25.0%Fair
- Bridge Condition - Substructure
- 6.3%Excellent
- 18.8%Very good
- 37.5%Good
- 31.3%Satisfactory
- 6.3%Poor
- Bridge Condition - Channel
- 45.5%Good
- 18.2%Satisfactory
- 27.3%Fair
- 9.1%Poor
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Structure Number: 104242, Location: JCT RTE 237 & SANDY CREEK (Lat: 43.287181, Lng: -78.042603), Route carried "on" structure: State highway 237, Year Built: 1991, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,034 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,078 (year 2040), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $554,000, Total Project Cost: $1,500,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104242, Location: JCT RTE 237 & SANDY CREEK (Lat: 43.287181, Lng: -78.042603), Route carried "on" structure: State highway 237, Year Built: 1991, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,034 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,078 (year 2040), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.598, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $946,000, Roadway Improvement Cost: $554,000, Total Project Cost: $1,500,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 104409, Location: 0.3MI S JCT RTS 18 & 272 (Lat: 43.297225, Lng: -77.995464), Route carried "on" structure: State highway 272, Year Built: 1992, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,176 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,646 (year 2037), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $588,000, Total Project Cost: $1,593,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 104409, Location: 0.3MI S JCT RTS 18 & 272 (Lat: 43.297225, Lng: -77.995464), Route carried "on" structure: State highway 272, Year Built: 1992, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 1,176 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 1,646 (year 2037), Design Load: HS 20, Features Intersected: SANDY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,005,000, Roadway Improvement Cost: $588,000, Total Project Cost: $1,593,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 106843, Location: 1 MI W JCT LOSP+RTE 272 (Lat: 43.360961, Lng: -78.016253), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 366 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 512 (year 2037), Design Load: HS 20, Features Intersected: 947A947A45011114WB, RTE, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.093, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.8 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: 23.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.46m (37.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,499,000, Roadway Improvement Cost: $2,049,000, Total Project Cost: $5,548,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 106843, Location: 1 MI W JCT LOSP+RTE 272 (Lat: 43.360961, Lng: -78.016253), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 11.46m (37.60ft), Average Daily Traffic: 366 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 512 (year 2037), Design Load: HS 20, Features Intersected: 947A947A45011114WB, RTE, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.093, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 29.8 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: 23.0 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.46m (37.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,499,000, Roadway Improvement Cost: $2,049,000, Total Project Cost: $5,548,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106844, Location: 1 MI E JCT LOSP+RTE 237 (Lat: 43.360217, Lng: -78.016783), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,295 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,303 (year 2040), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.310, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, 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: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,150,000, Roadway Improvement Cost: $673,000, Total Project Cost: $1,823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 106844, Location: 1 MI E JCT LOSP+RTE 237 (Lat: 43.360217, Lng: -78.016783), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 1,295 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 1,303 (year 2040), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.310, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, 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: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,150,000, Roadway Improvement Cost: $673,000, Total Project Cost: $1,823,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 106845, Location: 0.4MI E JCT TS LOSP+237 (Lat: 43.363872, Lng: -78.029981), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 95 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95 (year 2040), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,353,000, Roadway Improvement Cost: $792,000, Total Project Cost: $2,145,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 106845, Location: 0.4MI E JCT TS LOSP+237 (Lat: 43.363872, Lng: -78.029981), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 95 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 95 (year 2040), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,353,000, Roadway Improvement Cost: $792,000, Total Project Cost: $2,145,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 1068461, Location: 2MI W JCT WB LOSP+RTE 237 (Lat: 43.370875, Lng: -78.075753), Route carried "on" structure: State highway 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: WEST KENDALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 77.1 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1068461, Location: 2MI W JCT WB LOSP+RTE 237 (Lat: 43.370875, Lng: -78.075753), Route carried "on" structure: State highway 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: WEST KENDALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Operating Rating: 77.1 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1068462, Location: 2MI W JCT EB LOSP+RTE 237 (Lat: 43.370461, Lng: -78.075756), Route carried "on" structure: Other road 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: WEST KENDALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 92.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1068462, Location: 2MI W JCT EB LOSP+RTE 237 (Lat: 43.370461, Lng: -78.075756), Route carried "on" structure: Other road 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: WEST KENDALL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.306, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 92.5 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1068471, Location: 3MI W JCT WB LOSP+RTE 237 (Lat: 43.373242, Lng: -78.095617), Route carried "on" structure: State highway 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: PETER SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,168,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,852,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1068471, Location: 3MI W JCT WB LOSP+RTE 237 (Lat: 43.373242, Lng: -78.095617), Route carried "on" structure: State highway 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: PETER SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,168,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,852,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1068472, Location: 3MI W JCT EB LOSP+RTE 237 (Lat: 43.372539, Lng: -78.095625), Route carried "on" structure: State highway 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: PETER SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1068472, Location: 3MI W JCT EB LOSP+RTE 237 (Lat: 43.372539, Lng: -78.095625), Route carried "on" structure: State highway 947A, Year Built: 1973, Status: Open, Structure Length: 2.93m (9.61ft), Average Daily Traffic: 363 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 365 (year 2040), Design Load: HS 20, Features Intersected: PETER SMITH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.681, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 80.7 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: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.92m (9.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,167,000, Roadway Improvement Cost: $684,000, Total Project Cost: $1,851,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1095591, Location: INT WB LOSP+RTE 272 (Lat: 43.361181, Lng: -77.995517), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 648 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 651 (year 2040), Design Load: HS 20, Features Intersected: RTE 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.032, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,204,000, Roadway Improvement Cost: $705,000, Total Project Cost: $1,910,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1095591, Location: INT WB LOSP+RTE 272 (Lat: 43.361181, Lng: -77.995517), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 648 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 651 (year 2040), Design Load: HS 20, Features Intersected: RTE 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.032, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,204,000, Roadway Improvement Cost: $705,000, Total Project Cost: $1,910,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1095592, Location: INT EB LOSP+RTE 272 (Lat: 43.360803, Lng: -77.995508), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 648 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 651 (year 2040), Design Load: HS 20, Features Intersected: RTE 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.032, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,204,000, Roadway Improvement Cost: $705,000, Total Project Cost: $1,910,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1095592, Location: INT EB LOSP+RTE 272 (Lat: 43.360803, Lng: -77.995508), Route carried "on" structure: State highway 947A, Year Built: 1971, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 648 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 651 (year 2040), Design Load: HS 20, Features Intersected: RTE 272
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.032, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Operating Rating: 50.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,204,000, Roadway Improvement Cost: $705,000, Total Project Cost: $1,910,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 152013, Location: JCT RTS LOSP + 237 (Lat: 43.365142, Lng: -78.035950), Route carried "on" structure: County highway 237, Year Built: 1971, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 807 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,130 (year 2037), Design Load: HS 20, Features Intersected: 947A947A45011104 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.608, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 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: 24.0 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 desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,530,000, Roadway Improvement Cost: $2,067,000, Total Project Cost: $5,597,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
Structure Number: 152013, Location: JCT RTS LOSP + 237 (Lat: 43.365142, Lng: -78.035950), Route carried "on" structure: County highway 237, Year Built: 1971, Status: Open, Structure Length: 9.63m (31.59ft), Average Daily Traffic: 807 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,130 (year 2037), Design Load: HS 20, Features Intersected: 947A947A45011104 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.608, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.5m (47.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 30.8 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: 24.0 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 desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.63m (31.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,530,000, Roadway Improvement Cost: $2,067,000, Total Project Cost: $5,597,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Other
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Structure Number: 331915, Location: 1.3 MI. NORTH OF KENDALL (Lat: 43.345619, Lng: -78.036278), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 96 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 134 (year 2037), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK, Facility Carried by Structure: WOODCHUCK ALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 57.0 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $329,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331915, Location: 1.3 MI. NORTH OF KENDALL (Lat: 43.345619, Lng: -78.036278), Route carried "on" structure: County highway , Year Built: 2002, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 96 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 134 (year 2037), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK, Facility Carried by Structure: WOODCHUCK ALLEY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.202, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.5m (11.5ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Channel: Poor, Culverts: Good, Operating Rating: 57.0 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: 44.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $329,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331916, Location: 2.1 MI NE OF KENDALL (Lat: 43.354764, Lng: -78.018256), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 145 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 203 (year 2039), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK, Facility Carried by Structure: LAKESHORE RD CR75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.9 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $143,000, Total Project Cost: $386,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331916, Location: 2.1 MI NE OF KENDALL (Lat: 43.354764, Lng: -78.018256), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 145 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 203 (year 2039), Design Load: HS 20, Features Intersected: BALD EAGLE CREEK, Facility Carried by Structure: LAKESHORE RD CR75
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.432, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Fair, Culverts: Good, Operating Rating: 74.9 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $244,000, Roadway Improvement Cost: $143,000, Total Project Cost: $386,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331917, Location: 2.0 MI NE MURRAY (Lat: 43.293728, Lng: -78.016281), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 342 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 479 (year 2037), Features Intersected: SANDY CREEK, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 6.5 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: 5.2 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $175,000, Total Project Cost: $475,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331917, Location: 2.0 MI NE MURRAY (Lat: 43.293728, Lng: -78.016281), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 342 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 479 (year 2037), Features Intersected: SANDY CREEK, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.740, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 6.5 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: 5.2 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: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $175,000, Total Project Cost: $475,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 331918, Location: 1.6 MI NE MURRAY (Lat: 43.293019, Lng: -78.026519), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 179 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 251 (year 2038), Design Load: HL 93, Features Intersected: SANDY CREEK, Facility Carried by Structure: CARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 2.39m (7.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $309,000, Total Project Cost: $838,000 ( 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: 331918, Location: 1.6 MI NE MURRAY (Lat: 43.293019, Lng: -78.026519), Route carried "on" structure: Other road , Year Built: 2016, Status: Open, Structure Length: 2.39m (7.84ft), Average Daily Traffic: 179 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 251 (year 2038), Design Load: HL 93, Features Intersected: SANDY CREEK, Facility Carried by Structure: CARTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable 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: 2.39m (7.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $528,000, Roadway Improvement Cost: $309,000, Total Project Cost: $838,000 ( 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: 335876, Location: 2.2 MI N OF KENDALL (Lat: 43.346681, Lng: -78.036022), Route carried "on" structure: Spur County highway 237, Year Built: 1930, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 807 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,130 (year 2037), Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.629, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $245,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335876, Location: 2.2 MI N OF KENDALL (Lat: 43.346681, Lng: -78.036022), Route carried "on" structure: Spur County highway 237, Year Built: 1930, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 807 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,130 (year 2037), Features Intersected: BALD EAGLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.629, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Fair, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $418,000, Roadway Improvement Cost: $245,000, Total Project Cost: $663,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336634, Location: 2.0 MI NE MURRAY (Lat: 43.301825, Lng: -78.016128), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 366 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 512 (year 2037), Features Intersected: TRIB SANDY CREEK, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $328,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336634, Location: 2.0 MI NE MURRAY (Lat: 43.301825, Lng: -78.016128), Route carried "on" structure: Other road , Year Built: 1956, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 366 (year 2017), Truck Traffic: 21%, Average Future Daily Traffic: 512 (year 2037), Features Intersected: TRIB SANDY CREEK, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.529, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 77.1 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, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, 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: $207,000, Roadway Improvement Cost: $121,000, Total Project Cost: $328,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106843, Location: 1 MI W JCT LOSP+RTE 272 (Lat: 43.360961, Lng: -78.016253), Route carried "under" structure: State highway 947A, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,712 (year 2008), Features Intersected: 947A947A45011114WB, RTE, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 18.632, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.1m (148.0ft)
Structure Number: 106843, Location: 1 MI W JCT LOSP+RTE 272 (Lat: 43.360961, Lng: -78.016253), Route carried "under" structure: State highway 947A, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 1,712 (year 2008), Features Intersected: 947A947A45011114WB, RTE, Facility Carried by Structure: NORWAY ROAD
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 18.632, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.1m (148.0ft)
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Structure Number: 1068461, Location: 2MI W JCT WB LOSP+RTE 237 (Lat: 43.370875, Lng: -78.075753), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: WEST KENDALL ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 7.868, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1068461, Location: 2MI W JCT WB LOSP+RTE 237 (Lat: 43.370875, Lng: -78.075753), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: WEST KENDALL ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 7.868, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1068462, Location: 2MI W JCT EB LOSP+RTE 237 (Lat: 43.370461, Lng: -78.075756), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: WEST KENDALL ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 7.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1068462, Location: 2MI W JCT EB LOSP+RTE 237 (Lat: 43.370461, Lng: -78.075756), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: WEST KENDALL ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.44m (14.57ft), Kilometerpoint: 7.064, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1068471, Location: 3MI W JCT WB LOSP+RTE 237 (Lat: 43.373242, Lng: -78.095617), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: PETER SMITH ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1068471, Location: 3MI W JCT WB LOSP+RTE 237 (Lat: 43.373242, Lng: -78.095617), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: PETER SMITH ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 1.078, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1068472, Location: 3MI W JCT EB LOSP+RTE 237 (Lat: 43.372539, Lng: -78.095625), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: PETER SMITH ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1068472, Location: 3MI W JCT EB LOSP+RTE 237 (Lat: 43.372539, Lng: -78.095625), Route carried "under" structure: Other road , Year Built: 1973, Structure Length: 0. m, Features Intersected: PETER SMITH ROAD, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 1095591, Location: INT WB LOSP+RTE 272 (Lat: 43.361181, Lng: -77.995517), Route carried "under" structure: State highway 272, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 302 (year 2002), Features Intersected: RTE 272, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 11.891, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1095591, Location: INT WB LOSP+RTE 272 (Lat: 43.361181, Lng: -77.995517), Route carried "under" structure: State highway 272, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 302 (year 2002), Features Intersected: RTE 272, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 11.891, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 1095592, Location: INT EB LOSP+RTE 272 (Lat: 43.360803, Lng: -77.995508), Route carried "under" structure: State highway 272, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 302 (year 2002), Features Intersected: RTE 272, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 11.891, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
Structure Number: 1095592, Location: INT EB LOSP+RTE 272 (Lat: 43.360803, Lng: -77.995508), Route carried "under" structure: State highway 272, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 302 (year 2002), Features Intersected: RTE 272, Facility Carried by Structure: RTE 947A
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 11.891, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft)
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Structure Number: 152013, Location: JCT RTS LOSP + 237 (Lat: 43.365142, Lng: -78.035950), Route carried "under" structure: State highway 947A, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,010 (year 2002), Features Intersected: 947A947A45011104 WB, RTE, Facility Carried by Structure: RTE 237
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 16.766, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 152013, Location: JCT RTS LOSP + 237 (Lat: 43.365142, Lng: -78.035950), Route carried "under" structure: State highway 947A, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 2,010 (year 2002), Features Intersected: 947A947A45011104 WB, RTE, Facility Carried by Structure: RTE 237
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 16.766, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)