Bridge Statistics for Clarence, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 30Number of bridges
- 131ft / 39.9mTotal length
- $25,549,000Total costs
- 71,158Total average daily traffic
- 4,198Total average daily truck traffic
- 82,443Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Clarence
- No street view available for this location
- New bridges - historical statistics
- 1Before 1900
- 21930-1939
- 21950-1959
- 51960-1969
- 11970-1979
- 41980-1989
- 41990-1999
- 32000-2009
- 82010-2019
- Reconstructed bridges - Historical Statistics
- 11980-1989
- 11990-1999
- Bridge Condition - Deck
- 10.5%Excellent
- 36.8%Very good
- 15.8%Good
- 36.8%Satisfactory
- Bridge Condition - Superstructure
- 15.8%Excellent
- 31.6%Very good
- 15.8%Good
- 31.6%Satisfactory
- 5.3%Fair
- Bridge Condition - Substructure
- 10.5%Excellent
- 26.3%Very good
- 26.3%Good
- 21.1%Satisfactory
- 15.8%Fair
- Bridge Condition - Channel
- 6.7%Excellent
- 16.7%Very good
- 43.3%Good
- 23.3%Satisfactory
- 10.0%Fair
- Bridge Condition - Culverts
- 9.1%Excellent
- 9.1%Very good
- 27.3%Good
- 45.5%Satisfactory
- 9.1%Fair
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Structure Number: 103033, Location: 1.6 MI S JCT RTS 78 + 263 (Lat: 43.059356, Lng: -78.696903), Route carried "on" structure: State highway 78, Year Built: 2015, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,870 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,930 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $354,000, Total Project Cost: $958,000 ( Estimate for 2021)
Structure Number: 103033, Location: 1.6 MI S JCT RTS 78 + 263 (Lat: 43.059356, Lng: -78.696903), Route carried "on" structure: State highway 78, Year Built: 2015, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,870 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 12,930 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 50.700, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $604,000, Roadway Improvement Cost: $354,000, Total Project Cost: $958,000 ( Estimate for 2021)
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Structure Number: 221304, Location: 2.4 MI NE OF CLARENCE CEN (Lat: 43.027358, Lng: -78.587306), Route carried "on" structure: Other road , Year Built: 1890, Year Reconstructed: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: CROOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.2 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: 31.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $294,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221304, Location: 2.4 MI NE OF CLARENCE CEN (Lat: 43.027358, Lng: -78.587306), Route carried "on" structure: Other road , Year Built: 1890, Year Reconstructed: 1989, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 50 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 70 (year 2040), Design Load: HS 20, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: CROOP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.689, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 40.2 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: 31.1 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $294,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221305, Location: 3.2 MI NE OF CLARENCE CEN (Lat: 43.052436, Lng: -78.607378), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load-capacity, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 21 (year 2016), Average Future Daily Traffic: 29 (year 2036), Design Load: HS 20+Mod, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $306,000, Total Project Cost: $829,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221305, Location: 3.2 MI NE OF CLARENCE CEN (Lat: 43.052436, Lng: -78.607378), Route carried "on" structure: Other road , Year Built: 1960, Status: Posted for load-capacity, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 21 (year 2016), Average Future Daily Traffic: 29 (year 2036), Design Load: HS 20+Mod, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: PARKER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $523,000, Roadway Improvement Cost: $306,000, Total Project Cost: $829,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221306, Location: 1.2 MI SE JCT RTS 263' 78 (Lat: 43.059064, Lng: -78.683922), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 291 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 407 (year 2036), Features Intersected: BLACK CREEK, Facility Carried by Structure: WEST PHALINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township 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: 11.5m (37.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.8 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: High priority of corrective action, Waterway Adequacy: Equal 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: May 2020, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $114,000, Total Project Cost: $308,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221306, Location: 1.2 MI SE JCT RTS 263' 78 (Lat: 43.059064, Lng: -78.683922), Route carried "on" structure: Other road , Year Built: 1960, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 291 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 407 (year 2036), Features Intersected: BLACK CREEK, Facility Carried by Structure: WEST PHALINGER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township 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: 11.5m (37.7ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 6.2m (20.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 80.8 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: High priority of corrective action, Waterway Adequacy: Equal 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: May 2020, Bridge Improvement Cost: $194,000, Roadway Improvement Cost: $114,000, Total Project Cost: $308,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221307, Location: 2.3 MI SE JCT RTS 78 &263 (Lat: 43.054800, Lng: -78.673064), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 511 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 715 (year 2037), Features Intersected: BLACK CREEK, Facility Carried by Structure: KENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $69,000, Total Project Cost: $188,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221307, Location: 2.3 MI SE JCT RTS 78 &263 (Lat: 43.054800, Lng: -78.673064), Route carried "on" structure: Other road , Year Built: 1965, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 511 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 715 (year 2037), Features Intersected: BLACK CREEK, Facility Carried by Structure: KENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.255, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.3 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: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $69,000, Total Project Cost: $188,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221308, Location: 3.0 MI NW OF CLARNCE CENT (Lat: 43.027108, Lng: -78.689667), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,064 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,490 (year 2036), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: MILES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 80.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $194,000, Total Project Cost: $524,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221308, Location: 3.0 MI NW OF CLARNCE CENT (Lat: 43.027108, Lng: -78.689667), Route carried "on" structure: Other road , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 1,064 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 1,490 (year 2036), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: MILES ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Channel: Fair, Culverts: Very good, Operating Rating: 80.8 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $331,000, Roadway Improvement Cost: $194,000, Total Project Cost: $524,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221309, Location: 2.1 MI NE OF CLARANCE CTR (Lat: 43.034942, Lng: -78.610686), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 193 (year 2040), Features Intersected: TRIB BEEMAN CREEK, Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $570,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221309, Location: 2.1 MI NE OF CLARANCE CTR (Lat: 43.034942, Lng: -78.610686), Route carried "on" structure: Other road , Year Built: 1961, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 138 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 193 (year 2040), Features Intersected: TRIB BEEMAN CREEK, Facility Carried by Structure: MARTIN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $570,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 22131, Location: 1.4 MI SE OF CLARENCE CTR (Lat: 42.998697, Lng: -78.616847), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 684 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 958 (year 2040), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: KRAUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 66.1 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: 50.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $135,000, Total Project Cost: $366,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 22131, Location: 1.4 MI SE OF CLARENCE CTR (Lat: 42.998697, Lng: -78.616847), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 684 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 958 (year 2040), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: KRAUS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.623, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Good, Culverts: Fair, Operating Rating: 66.1 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: 50.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $135,000, Total Project Cost: $366,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332628, Location: 2.5 MI NE OF CLARENCE CTR (Lat: 43.042422, Lng: -78.614014), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 953 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,334 (year 2037), Design Load: HS 25 or greater, Features Intersected: TRIB. OF BEEMAN CREEK, Facility Carried by Structure: LAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.758, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 8.2m (26.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $140,000, Total Project Cost: $379,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332628, Location: 2.5 MI NE OF CLARENCE CTR (Lat: 43.042422, Lng: -78.614014), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 953 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 1,334 (year 2037), Design Load: HS 25 or greater, Features Intersected: TRIB. OF BEEMAN CREEK, Facility Carried by Structure: LAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.758, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), 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: 8.2m (26.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Channel: Good, 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $239,000, Roadway Improvement Cost: $140,000, Total Project Cost: $379,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332629, Location: 2.6 MI NE OF CLARENCE CTR (Lat: 43.042372, Lng: -78.604864), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 624 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 874 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: LAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $293,000, Total Project Cost: $792,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332629, Location: 2.6 MI NE OF CLARENCE CTR (Lat: 43.042372, Lng: -78.604864), Route carried "on" structure: County highway , Year Built: 2004, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 624 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 874 (year 2040), Design Load: HS 25 or greater, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: LAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.482, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Inventory Rating: 59.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $500,000, Roadway Improvement Cost: $293,000, Total Project Cost: $792,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332631, Location: 4.5 MI NE OF CLARENCE CTR (Lat: 43.069356, Lng: -78.597669), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 285 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 399 (year 2036), Design Load: HL 93, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $326,000, Total Project Cost: $884,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332631, Location: 4.5 MI NE OF CLARENCE CTR (Lat: 43.069356, Lng: -78.597669), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 285 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 399 (year 2036), Design Load: HL 93, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.933, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 83.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $557,000, Roadway Improvement Cost: $326,000, Total Project Cost: $884,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332632, Location: 4.7 MI NE OF CLARENCE CTR (Lat: 43.073889, Lng: -78.591517), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 858 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,201 (year 2040), Design Load: HS 25 or greater, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,536,000, Roadway Improvement Cost: $1,485,000, Total Project Cost: $4,021,000 ( 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: 332632, Location: 4.7 MI NE OF CLARENCE CTR (Lat: 43.073889, Lng: -78.591517), Route carried "on" structure: County highway , Year Built: 1938, Year Reconstructed: 1997, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 858 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 1,201 (year 2040), Design Load: HS 25 or greater, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: RAPIDS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 57.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,536,000, Roadway Improvement Cost: $1,485,000, Total Project Cost: $4,021,000 ( 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: 332634, Location: 1.9 MI E OF EAST AMHERST (Lat: 43.019417, Lng: -78.662522), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,887 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,809 (year 2040), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: STAHLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, 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: Superior to present desirable 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $274,000, Total Project Cost: $743,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332634, Location: 1.9 MI E OF EAST AMHERST (Lat: 43.019417, Lng: -78.662522), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 3,887 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 4,809 (year 2040), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: STAHLEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.765, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Fair, 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: Superior to present desirable 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $468,000, Roadway Improvement Cost: $274,000, Total Project Cost: $743,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 33264, Location: S END CLARENCE CENTER (Lat: 43.008242, Lng: -78.637203), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,014 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,406 (year 2040), Features Intersected: RANSOM CREEK, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.055, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $725,000, Roadway Improvement Cost: $424,000, Total Project Cost: $1,149,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33264, Location: S END CLARENCE CENTER (Lat: 43.008242, Lng: -78.637203), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 7,014 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 7,406 (year 2040), Features Intersected: RANSOM CREEK, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.055, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $725,000, Roadway Improvement Cost: $424,000, Total Project Cost: $1,149,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332641, Location: N END WOLCOTTSBURG (Lat: 43.060917, Lng: -78.636986), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,013 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,818 (year 2040), Features Intersected: BLACK CREEK, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $297,000, Total Project Cost: $803,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332641, Location: N END WOLCOTTSBURG (Lat: 43.060917, Lng: -78.636986), Route carried "on" structure: County highway , Year Built: 2014, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 2,013 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 2,818 (year 2040), Features Intersected: BLACK CREEK, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.895, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.3m (27.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 42.1 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: 32.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $507,000, Roadway Improvement Cost: $297,000, Total Project Cost: $803,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332642, Location: 3.1 MI E JCT SH78 & CR559 (Lat: 43.093272, Lng: -78.636069), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 2,137 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,644 (year 2040), Design Load: HS 25 or greater, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.0m (160.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,480,000, Roadway Improvement Cost: $1,452,000, Total Project Cost: $3,933,000 ( 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: 332642, Location: 3.1 MI E JCT SH78 & CR559 (Lat: 43.093272, Lng: -78.636069), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 2,137 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 2,644 (year 2040), Design Load: HS 25 or greater, Features Intersected: TONAWANDA CREEK, Facility Carried by Structure: GOODRICH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.403, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 49.0m (160.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.0m (32.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,480,000, Roadway Improvement Cost: $1,452,000, Total Project Cost: $3,933,000 ( 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: 332643, Location: SE CORNER OF EAST AMHERST (Lat: 43.012389, Lng: -78.687703), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,465 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,287 (year 2040), Design Load: HL 93, Features Intersected: GOTT CREEK, Facility Carried by Structure: CLARENCE CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.1 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: Superior to present desirable 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $144,000, Total Project Cost: $389,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332643, Location: SE CORNER OF EAST AMHERST (Lat: 43.012389, Lng: -78.687703), Route carried "on" structure: County highway , Year Built: 2015, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 3,465 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 4,287 (year 2040), Design Load: HL 93, Features Intersected: GOTT CREEK, Facility Carried by Structure: CLARENCE CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.772, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Channel: Excellent, Culverts: Excellent, Operating Rating: 58.1 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: Superior to present desirable 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $245,000, Roadway Improvement Cost: $144,000, Total Project Cost: $389,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332644, Location: WEST END CLARENCE CTR. (Lat: 43.011022, Lng: -78.640444), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,037 (year 2040), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: CLARENCE CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.9 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: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $299,000, Total Project Cost: $809,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 332644, Location: WEST END CLARENCE CTR. (Lat: 43.011022, Lng: -78.640444), Route carried "on" structure: County highway , Year Built: 1998, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 3,263 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 4,037 (year 2040), Design Load: HS 25 or greater, Features Intersected: RANSOM CREEK, Facility Carried by Structure: CLARENCE CTR ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.409, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.2m (33.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 73.9 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: 56.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than 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: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $510,000, Roadway Improvement Cost: $299,000, Total Project Cost: $809,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332646, Location: 2.3 MI W OF WOLCOTTSVILLE (Lat: 43.058178, Lng: -78.682581), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,662 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: WOLCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.9 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: 55.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $264,000, Total Project Cost: $715,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 332646, Location: 2.3 MI W OF WOLCOTTSVILLE (Lat: 43.058178, Lng: -78.682581), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 1.43m (4.69ft), Average Daily Traffic: 1,187 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 1,662 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: WOLCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 71.9 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: 55.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.43m (4.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $451,000, Roadway Improvement Cost: $264,000, Total Project Cost: $715,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 332647, Location: .9 MILE W OF WOLCOTTSBURG (Lat: 43.058008, Lng: -78.653481), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 748 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,047 (year 2037), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: WOLCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.2 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: 49.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $213,000, Total Project Cost: $578,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332647, Location: .9 MILE W OF WOLCOTTSBURG (Lat: 43.058008, Lng: -78.653481), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 748 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 1,047 (year 2037), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: WOLCOTT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.540, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 64.2 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: 49.6 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: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $364,000, Roadway Improvement Cost: $213,000, Total Project Cost: $578,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332664, Location: 1.2 MI SE OF CLARENCE CTR (Lat: 42.992992, Lng: -78.607367), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,816 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,246 (year 2040), Design Load: HS 20+Mod, Features Intersected: RANSOM CREEK, Facility Carried by Structure: STRICKLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $296,000, Total Project Cost: $800,000 ( 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: 332664, Location: 1.2 MI SE OF CLARENCE CTR (Lat: 42.992992, Lng: -78.607367), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,816 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 2,246 (year 2040), Design Load: HS 20+Mod, Features Intersected: RANSOM CREEK, Facility Carried by Structure: STRICKLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.625, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $505,000, Roadway Improvement Cost: $296,000, Total Project Cost: $800,000 ( 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: 332665, Location: 1.2 MI SW OF CLARENCE CTR (Lat: 43.005717, Lng: -78.662208), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,412 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: GOTT CREEK, Facility Carried by Structure: SHIMERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.5 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: 58.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $135,000, Total Project Cost: $366,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332665, Location: 1.2 MI SW OF CLARENCE CTR (Lat: 43.005717, Lng: -78.662208), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 4,412 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 5,458 (year 2040), Design Load: HS 20+Mod, Features Intersected: GOTT CREEK, Facility Carried by Structure: SHIMERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.181, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.3m (10.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.5 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: 58.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $231,000, Roadway Improvement Cost: $135,000, Total Project Cost: $366,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332666, Location: 2.3 MI SW OF CLARENCE CTR (Lat: 43.001275, Lng: -78.682003), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,247 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,146 (year 2036), Features Intersected: GOT CREEK, Facility Carried by Structure: NEWHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.9 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: 48.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: October 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $123,000, Total Project Cost: $333,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 332666, Location: 2.3 MI SW OF CLARENCE CTR (Lat: 43.001275, Lng: -78.682003), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 2,247 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 3,146 (year 2036), Features Intersected: GOT CREEK, Facility Carried by Structure: NEWHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), 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: 8.6m (28.2ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 62.9 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: 48.6 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: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable 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: October 2021, Bridge Improvement Cost: $210,000, Roadway Improvement Cost: $123,000, Total Project Cost: $333,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 332667, Location: .4 MILE SE OF SWORMVILLE (Lat: 43.033339, Lng: -78.693528), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,862 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,358 (year 2040), Design Load: H 20, Features Intersected: RANSOM CREEK, Facility Carried by Structure: COUNTY ROAD 282
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $804,000, Roadway Improvement Cost: $471,000, Total Project Cost: $1,275,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332667, Location: .4 MILE SE OF SWORMVILLE (Lat: 43.033339, Lng: -78.693528), Route carried "on" structure: County highway , Year Built: 1953, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 8,862 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 9,358 (year 2040), Design Load: H 20, Features Intersected: RANSOM CREEK, Facility Carried by Structure: COUNTY ROAD 282
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 9.0m (29.5ft), Out-to-Out Width: 10.3m (33.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $804,000, Roadway Improvement Cost: $471,000, Total Project Cost: $1,275,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332668, Location: IN HUNTS CORNERS (Lat: 43.031108, Lng: -78.588781), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load-capacity, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,925 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,964 (year 2040), Design Load: H 20, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: COUNTY ROAD 282
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $343,000, Total Project Cost: $929,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 332668, Location: IN HUNTS CORNERS (Lat: 43.031108, Lng: -78.588781), Route carried "on" structure: County highway , Year Built: 1966, Status: Posted for load-capacity, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 3,925 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 3,964 (year 2040), Design Load: H 20, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: COUNTY ROAD 282
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.850, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 23.7 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $586,000, Roadway Improvement Cost: $343,000, Total Project Cost: $929,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 332669, Location: 1 MILE NW OF CLARENCE CTR (Lat: 43.018606, Lng: -78.652419), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,059 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,483 (year 2040), Design Load: HL 93, Features Intersected: RANSOM CREEK, Facility Carried by Structure: HEISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 80.4 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, 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $203,000, Total Project Cost: $551,000 ( Estimate for 2021)
Structure Number: 332669, Location: 1 MILE NW OF CLARENCE CTR (Lat: 43.018606, Lng: -78.652419), Route carried "on" structure: County highway , Year Built: 2019, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,059 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 1,483 (year 2040), Design Load: HL 93, Features Intersected: RANSOM CREEK, Facility Carried by Structure: HEISE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.0m (36.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 80.4 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, 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $347,000, Roadway Improvement Cost: $203,000, Total Project Cost: $551,000 ( Estimate for 2021)
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Structure Number: 33267, Location: 2.6 MI E OF CLARENCE CTR (Lat: 43.020594, Lng: -78.589614), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 365 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 511 (year 2038), Features Intersected: BEEMAN CREEK, Facility Carried by Structure: KELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $443,000, Roadway Improvement Cost: $260,000, Total Project Cost: $703,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33267, Location: 2.6 MI E OF CLARENCE CTR (Lat: 43.020594, Lng: -78.589614), Route carried "on" structure: County highway , Year Built: 1954, Status: Posted for load-capacity, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 365 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 511 (year 2038), Features Intersected: BEEMAN CREEK, Facility Carried by Structure: KELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.846, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 28.1 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 desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $443,000, 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: 33268, Location: 2.6 MI E OF CLARENCE CTR (Lat: 43.018247, Lng: -78.587431), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,610 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,636 (year 2040), Design Load: HL 93, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: 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: Equal to present desirable 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33268, Location: 2.6 MI E OF CLARENCE CTR (Lat: 43.018247, Lng: -78.587431), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 2,610 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 2,636 (year 2040), Design Load: HL 93, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.135, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: 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: Equal to present desirable 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332681, Location: 1.5 MI E OF WOLCOTTSBURG (Lat: 43.058239, Lng: -78.606739), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 931 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,303 (year 2040), Design Load: HL 93, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.477, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $210,000, Total Project Cost: $569,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332681, Location: 1.5 MI E OF WOLCOTTSBURG (Lat: 43.058239, Lng: -78.606739), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 931 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 1,303 (year 2040), Design Load: HL 93, Features Intersected: BEEMAN CREEK, Facility Carried by Structure: SALT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.477, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.6 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $359,000, Roadway Improvement Cost: $210,000, Total Project Cost: $569,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 336702, Location: .6 MILE NW OF CLARENCE (Lat: 42.987881, Lng: -78.593686), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,028 (year 2040), Design Load: HS 20, Features Intersected: RANSOM CREEK, Facility Carried by Structure: GREINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $142,000, Total Project Cost: $385,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336702, Location: .6 MILE NW OF CLARENCE (Lat: 42.987881, Lng: -78.593686), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 2,868 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 3,028 (year 2040), Design Load: HS 20, Features Intersected: RANSOM CREEK, Facility Carried by Structure: GREINER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.447, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.6 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: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $142,000, Total Project Cost: $385,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous