Bridge Statistics for Royalton, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 167ft / 51.3mTotal length
- $32,664,000Total costs
- 21,500Total average daily traffic
- 1,676Total average daily truck traffic
- 25,727Total future (year 2037) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Royalton
- No street view available for this location
- New bridges - historical statistics
- 41910-1919
- 11930-1939
- 11940-1949
- 41950-1959
- 41960-1969
- 21980-1989
- 21990-1999
- 42000-2009
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21950-1959
- 01960-1969
- 21970-1979
- 31980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 6.7%Very good
- 60.0%Good
- 26.7%Satisfactory
- 6.7%Fair
- Bridge Condition - Superstructure
- 18.8%Very good
- 37.5%Good
- 12.5%Satisfactory
- 25.0%Fair
- 6.3%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 43.8%Good
- 18.8%Satisfactory
- 18.8%Fair
- 6.3%Poor
- Bridge Condition - Channel
- 4.3%Excellent
- 26.1%Very good
- 30.4%Good
- 30.4%Satisfactory
- 8.7%Fair
- Bridge Condition - Culverts
- 14.3%Excellent
- 14.3%Very good
- 57.1%Satisfactory
- 14.3%Poor
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Structure Number: 103012, Location: 2.5 MI E JCT SH 31 & SH77 (Lat: 43.173103, Lng: -78.597989), Route carried "on" structure: State highway 77, Year Built: 1918, Year Reconstructed: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,624 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,640 (year 2040), Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $197,000, Total Project Cost: $533,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 103012, Location: 2.5 MI E JCT SH 31 & SH77 (Lat: 43.173103, Lng: -78.597989), Route carried "on" structure: State highway 77, Year Built: 1918, Year Reconstructed: 1958, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,624 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 1,640 (year 2040), Features Intersected: EIGHTEEN MILE CRK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.017, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 52.6 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $197,000, Total Project Cost: $533,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 103474, Location: 7.7 MI NW AKRON VILLAGE (Lat: 43.111303, Lng: -78.558106), Route carried "on" structure: State highway 93, Year Built: 1933, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,885 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,903 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.741, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 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: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,030,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 103474, Location: 7.7 MI NW AKRON VILLAGE (Lat: 43.111303, Lng: -78.558106), Route carried "on" structure: State highway 93, Year Built: 1933, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 1,885 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,903 (year 2040), Design Load: HS 20, Features Intersected: MUD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 53.741, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 67.1 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: 51.5 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,030,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 103475, Location: JCT RT 93 + TONAWANDA CR (Lat: 43.089639, Lng: -78.518550), Route carried "on" structure: State highway 93, Year Built: 1960, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 1,885 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,903 (year 2040), Design Load: HS 20+Mod, Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: July 2017, Bridge Improvement Cost: $1,961,000, Roadway Improvement Cost: $1,149,000, Total Project Cost: $3,110,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 103475, Location: JCT RT 93 + TONAWANDA CR (Lat: 43.089639, Lng: -78.518550), Route carried "on" structure: State highway 93, Year Built: 1960, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 1,885 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 1,903 (year 2040), Design Load: HS 20+Mod, Features Intersected: TONAWANDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 57.956, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.6m (80.7ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: July 2017, Bridge Improvement Cost: $1,961,000, Roadway Improvement Cost: $1,149,000, Total Project Cost: $3,110,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221349, Location: 2.0 MI W OF MIDDLEPORT (Lat: 43.216286, Lng: -78.512306), Route carried "on" structure: Other road , Year Built: 1966, Year Reconstructed: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 366 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 512 (year 2038), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: TOWNLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $295,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221349, Location: 2.0 MI W OF MIDDLEPORT (Lat: 43.216286, Lng: -78.512306), Route carried "on" structure: Other road , Year Built: 1966, Year Reconstructed: 1983, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 366 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 512 (year 2038), Design Load: HS 20, Features Intersected: JOHNSON CREEK, Facility Carried by Structure: TOWNLINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.639, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.0m (26.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $295,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221359, Location: 2.0 MI. SW OF GASPORT (Lat: 43.175833, Lng: -78.596603), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 597 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 836 (year 2038), Design Load: HS 20+Mod, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 11.5m (37.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $202,000, Total Project Cost: $546,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221359, Location: 2.0 MI. SW OF GASPORT (Lat: 43.175833, Lng: -78.596603), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 597 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 836 (year 2038), Design Load: HS 20+Mod, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 11.5m (37.7ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $344,000, Roadway Improvement Cost: $202,000, Total Project Cost: $546,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22136, Location: 2.6 MI. E OF RAPIDS (Lat: 43.109289, Lng: -78.602789), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 247 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 346 (year 2036), Design Load: HS 25 or greater, Features Intersected: TRIB MUD CREEK, Facility Carried by Structure: SIMMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $162,000, Total Project Cost: $440,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 22136, Location: 2.6 MI. E OF RAPIDS (Lat: 43.109289, Lng: -78.602789), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 247 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 346 (year 2036), Design Load: HS 25 or greater, Features Intersected: TRIB MUD CREEK, Facility Carried by Structure: SIMMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $277,000, Roadway Improvement Cost: $162,000, Total Project Cost: $440,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221361, Location: 1.6 MI. S OF MIDDLEPORT (Lat: 43.183553, Lng: -78.477556), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 155 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 217 (year 2036), Design Load: HS 25 or greater, Features Intersected: OAK ORCHARD CREEK, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $126,000, Total Project Cost: $342,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221361, Location: 1.6 MI. S OF MIDDLEPORT (Lat: 43.183553, Lng: -78.477556), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 155 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 217 (year 2036), Design Load: HS 25 or greater, Features Intersected: OAK ORCHARD CREEK, Facility Carried by Structure: FREEMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.234, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $126,000, Total Project Cost: $342,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 22573, Location: GASPORT EAST (Lat: 43.198314, Lng: -78.563681), Route carried "on" structure: Other road , Year Built: 1959, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 235 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 329 (year 2038), Design Load: H 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $138,000, Total Project Cost: $373,000 ( Estimate for 2021)
Structure Number: 22573, Location: GASPORT EAST (Lat: 43.198314, Lng: -78.563681), Route carried "on" structure: Other road , Year Built: 1959, Status: Posted for load, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 235 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 329 (year 2038), Design Load: H 20, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: EAST AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 18.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $235,000, Roadway Improvement Cost: $138,000, Total Project Cost: $373,000 ( Estimate for 2021)
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Structure Number: 227036, Location: 1 MI S of MIDDLEPORT (Lat: 43.193819, Lng: -78.475944), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 453 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 634 (year 2038), Design Load: HS 25 or greater, Features Intersected: Oak Orchard Creek, Facility Carried by Structure: Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.286, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $252,000, Total Project Cost: $684,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 227036, Location: 1 MI S of MIDDLEPORT (Lat: 43.193819, Lng: -78.475944), Route carried "on" structure: Other road , Year Built: 2007, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 453 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 634 (year 2038), Design Load: HS 25 or greater, Features Intersected: Oak Orchard Creek, Facility Carried by Structure: Mountain Road
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.286, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 77.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $431,000, Roadway Improvement Cost: $252,000, Total Project Cost: $684,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332891, Location: 1.7 MI SOUTH OF DYSINGER (Lat: 43.109594, Lng: -78.567878), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 511 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 715 (year 2036), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: BLOCK CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $335,000, Total Project Cost: $908,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332891, Location: 1.7 MI SOUTH OF DYSINGER (Lat: 43.109594, Lng: -78.567878), Route carried "on" structure: County highway , Year Built: 1983, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 511 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 715 (year 2036), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: BLOCK CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $335,000, Total Project Cost: $908,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332904, Location: 1.4 MI SE OF WOLCOTTSVLLE (Lat: 43.105361, Lng: -78.497717), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1982, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 742 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,039 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: DITCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $769,000, Roadway Improvement Cost: $450,000, Total Project Cost: $1,219,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332904, Location: 1.4 MI SE OF WOLCOTTSVLLE (Lat: 43.105361, Lng: -78.497717), Route carried "on" structure: Other road , Year Built: 1947, Year Reconstructed: 1982, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 742 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,039 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: DITCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Fair, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $769,000, Roadway Improvement Cost: $450,000, Total Project Cost: $1,219,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332912, Location: 1.6 MI SOUTH OF GASPORT (Lat: 43.176008, Lng: -78.574567), Route carried "on" structure: County highway , Year Built: 1916, Year Reconstructed: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,376 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 3,409 (year 2040), Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: GASPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 11.4m (37.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: October 2020, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $203,000, Total Project Cost: $551,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332912, Location: 1.6 MI SOUTH OF GASPORT (Lat: 43.176008, Lng: -78.574567), Route carried "on" structure: County highway , Year Built: 1916, Year Reconstructed: 1955, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 3,376 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 3,409 (year 2040), Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: GASPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.698, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), 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: 11.4m (37.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to 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: October 2020, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $203,000, Total Project Cost: $551,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332914, Location: 1.4 MI E OF WALCOTTSVILLE (Lat: 43.126533, Lng: -78.497139), Route carried "on" structure: Other road , Year Built: 2019, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 885 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,239 (year 2036), Design Load: HL 93, Features Intersected: TRIB MUD CREEK, Facility Carried by Structure: GRISWOLD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.027, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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, Membrane: Other
Structure Number: 332914, Location: 1.4 MI E OF WALCOTTSVILLE (Lat: 43.126533, Lng: -78.497139), Route carried "on" structure: Other road , Year Built: 2019, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 885 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 1,239 (year 2036), Design Load: HL 93, Features Intersected: TRIB MUD CREEK, Facility Carried by Structure: GRISWOLD STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.027, 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: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Channel: Excellent, Culverts: Very good, Operating Rating: 77.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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, Membrane: Other
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Structure Number: 332935, Location: .3 MI E OF WOLCOTTSVILLE (Lat: 43.121858, Lng: -78.514014), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 97 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 136 (year 2036), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: MANN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $278,000, Total Project Cost: $753,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332935, Location: .3 MI E OF WOLCOTTSVILLE (Lat: 43.121858, Lng: -78.514014), Route carried "on" structure: Other road , Year Built: 1952, Year Reconstructed: 1985, Status: Posted for load, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 97 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 136 (year 2036), Design Load: HS 20, Features Intersected: MUD CREEK, Facility Carried by Structure: MANN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.041, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $475,000, Roadway Improvement Cost: $278,000, Total Project Cost: $753,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332937, Location: 3.4 MI W OF WOLCOTTSVILLE (Lat: 43.112772, Lng: -78.585192), Route carried "on" structure: Other road , Year Built: 1951, Year Reconstructed: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 55 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 77 (year 2038), Features Intersected: MUD CREEK, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $192,000, Total Project Cost: $521,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
Structure Number: 332937, Location: 3.4 MI W OF WOLCOTTSVILLE (Lat: 43.112772, Lng: -78.585192), Route carried "on" structure: Other road , Year Built: 1951, Year Reconstructed: 2011, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 55 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 77 (year 2038), Features Intersected: MUD CREEK, Facility Carried by Structure: MILLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 95.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $329,000, Roadway Improvement Cost: $192,000, Total Project Cost: $521,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Galvanized Reinforcing
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Structure Number: 332951, Location: 1.5 MILES EAST OF RAPIDS (Lat: 43.097275, Lng: -78.606472), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 244 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 342 (year 2036), Design Load: H 20, Features Intersected: MUD CREEK, Facility Carried by Structure: RIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $624,000, Roadway Improvement Cost: $365,000, Total Project Cost: $989,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 332951, Location: 1.5 MILES EAST OF RAPIDS (Lat: 43.097275, Lng: -78.606472), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1989, Status: Open, Structure Length: 1.49m (4.89ft), Average Daily Traffic: 244 (year 2016), Truck Traffic: 13%, Average Future Daily Traffic: 342 (year 2036), Design Load: H 20, Features Intersected: MUD CREEK, Facility Carried by Structure: RIDDLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.49m (4.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $624,000, Roadway Improvement Cost: $365,000, Total Project Cost: $989,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332956, Location: 2.2 MILES NE OF RAPIDS (Lat: 43.108944, Lng: -78.595978), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 247 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 346 (year 2036), Design Load: HS 25 or greater, Features Intersected: MUD CREEK, Facility Carried by Structure: SIMMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.7 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: 43.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $576,000, Roadway Improvement Cost: $338,000, Total Project Cost: $914,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332956, Location: 2.2 MILES NE OF RAPIDS (Lat: 43.108944, Lng: -78.595978), Route carried "on" structure: Other road , Year Built: 2003, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 247 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 346 (year 2036), Design Load: HS 25 or greater, Features Intersected: MUD CREEK, Facility Carried by Structure: SIMMS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 55.7 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: 43.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $576,000, Roadway Improvement Cost: $338,000, Total Project Cost: $914,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332957, Location: 1 MILE NE OF GASPORT (Lat: 43.208319, Lng: -78.565669), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 2021, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,463 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,048 (year 2040), Design Load: HS 25 or greater, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: SLAYTON SETTMT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021)
Structure Number: 332957, Location: 1 MILE NE OF GASPORT (Lat: 43.208319, Lng: -78.565669), Route carried "on" structure: County highway , Year Built: 1966, Year Reconstructed: 2021, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1,463 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 2,048 (year 2040), Design Load: HS 25 or greater, Features Intersected: EIGHTEEN MILE CRK, Facility Carried by Structure: SLAYTON SETTMT RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.010, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft)
Condition: Channel: Very good, Culverts: Excellent, Operating Rating: 78.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $222,000, Roadway Improvement Cost: $130,000, Total Project Cost: $352,000 ( Estimate for 2021)
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Structure Number: 336008, Location: .1 MI E OF WALCOTTSVILLE (Lat: 43.120294, Lng: -78.517972), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 429 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2036), Features Intersected: MUD CREEK, Facility Carried by Structure: ROYALTON CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $260,000, Total Project Cost: $703,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336008, Location: .1 MI E OF WALCOTTSVILLE (Lat: 43.120294, Lng: -78.517972), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 429 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 601 (year 2036), Features Intersected: MUD CREEK, Facility Carried by Structure: ROYALTON CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.5m (44.3ft)
Condition: Channel: Satisfactory, Culverts: Poor, Operating Rating: 74.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 19.6 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $444,000, Roadway Improvement Cost: $260,000, Total Project Cost: $703,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 445403, Location: .8 MI W JCT SH271 & CANAL (Lat: 43.213203, Lng: -78.490233), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 2,034 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,848 (year 2040), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: CARMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.16m (26.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,642,000, Roadway Improvement Cost: $1,547,000, Total Project Cost: $4,190,000 ( 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: 445403, Location: .8 MI W JCT SH271 & CANAL (Lat: 43.213203, Lng: -78.490233), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 8.17m (26.80ft), Average Daily Traffic: 2,034 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,848 (year 2040), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: CARMEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.837, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.2m (118.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.16m (26.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,642,000, Roadway Improvement Cost: $1,547,000, Total Project Cost: $4,190,000 ( 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: 445406, Location: 4 MI W JCT SH271 & CANAL (Lat: 43.206847, Lng: -78.545997), Route carried "on" structure: County highway , Year Built: 1911, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 5.85m (19.19ft), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: SLAYTON SETTMT RD
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Very good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $2,077,000, Roadway Improvement Cost: $1,216,000, Total Project Cost: $3,293,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 445406, Location: 4 MI W JCT SH271 & CANAL (Lat: 43.206847, Lng: -78.545997), Route carried "on" structure: County highway , Year Built: 1911, Year Reconstructed: 1993, Status: Posted for load, Structure Length: 5.85m (19.19ft), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: SLAYTON SETTMT RD
Minimum Vertical Clearance: 4.19m (13.75ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 22.8m (74.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 45.1m (148.0ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.0m (16.4ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Very good, Channel: Very good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 20.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 5.85m (19.19ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Bridge Improvement Cost: $2,077,000, Roadway Improvement Cost: $1,216,000, Total Project Cost: $3,293,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 445408, Location: IN GASPORT (Lat: 43.199700, Lng: -78.575839), Route carried "on" structure: County highway , Year Built: 1913, Year Reconstructed: 2004, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,438 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,462 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: GASPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.3m (92.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $3,696,000, Roadway Improvement Cost: $2,164,000, Total Project Cost: $5,860,000 ( 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: 445408, Location: IN GASPORT (Lat: 43.199700, Lng: -78.575839), Route carried "on" structure: County highway , Year Built: 1913, Year Reconstructed: 2004, Status: Open, Structure Length: 4.24m (13.91ft), Average Daily Traffic: 2,438 (year 2017), Truck Traffic: 10%, Average Future Daily Traffic: 2,462 (year 2040), Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: GASPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Navigation Control: Yes ( Vertical Clearance: 4.5m (14.8ft), Horizontal Clearance: 28.3m (92.8ft)), Material/Design: Steel, Design/Construction: Movable - Lift, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.3m (20.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.23m (13.88ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $3,696,000, Roadway Improvement Cost: $2,164,000, Total Project Cost: $5,860,000 ( 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: 445409, Location: 1 MILE WEST OF GASPORT (Lat: 43.197814, Lng: -78.596042), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 1,532 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,145 (year 2037), Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: ORANGEPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.7m (136.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.86m (29.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,968,000, Roadway Improvement Cost: $1,738,000, Total Project Cost: $4,706,000 ( 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: 445409, Location: 1 MILE WEST OF GASPORT (Lat: 43.197814, Lng: -78.596042), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 8.87m (29.10ft), Average Daily Traffic: 1,532 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 2,145 (year 2037), Design Load: HS 20, Features Intersected: ERIE CANAL, NORTH TOW PA, Facility Carried by Structure: ORANGEPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Navigation Control: Yes ( Vertical Clearance: 4.8m (15.7ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 41.7m (136.8ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 66.2 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.86m (29.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $2,968,000, Roadway Improvement Cost: $1,738,000, Total Project Cost: $4,706,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing