Bridge Statistics for Jasper, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 18Number of bridges
- 82ft / 25.0mTotal length
- $14,787,000Total costs
- 7,718Total average daily traffic
- 1,032Total average daily truck traffic
- 8,227Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Jasper
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 11940-1949
- 41970-1979
- 21980-1989
- 31990-1999
- 12000-2009
- 62010-2019
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 11990-1999
- Bridge Condition - Deck
- 31.3%Excellent
- 18.8%Very good
- 31.3%Good
- 18.8%Satisfactory
- Bridge Condition - Superstructure
- 29.4%Excellent
- 23.5%Very good
- 17.6%Good
- 11.8%Satisfactory
- 17.6%Fair
- Bridge Condition - Substructure
- 17.6%Excellent
- 23.5%Very good
- 23.5%Good
- 29.4%Fair
- 5.9%Serious
- Bridge Condition - Channel
- 11.1%Excellent
- 16.7%Very good
- 16.7%Good
- 27.8%Satisfactory
- 27.8%Fair
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Structure Number: 101258, Location: .1 MILE NW OF JASPER (Lat: 42.126431, Lng: -77.508669), Route carried "on" structure: State highway 36, Year Built: 2005, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,319 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,327 (year 2040), Design Load: HL 93, Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $735,000, Roadway Improvement Cost: $430,000, Total Project Cost: $1,166,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 101258, Location: .1 MILE NW OF JASPER (Lat: 42.126431, Lng: -77.508669), Route carried "on" structure: State highway 36, Year Built: 2005, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 1,319 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,327 (year 2040), Design Load: HL 93, Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), 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: 15.0m (49.2ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 9.9m (32.5ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $735,000, Roadway Improvement Cost: $430,000, Total Project Cost: $1,166,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 101259, Location: 1.0 MI SE OF JASPER (Lat: 42.113147, Lng: -77.491094), Route carried "on" structure: State highway 417, Year Built: 2012, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,539 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,548 (year 2040), Design Load: HL 93, Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $632,000 ( Estimate for 2021)
Structure Number: 101259, Location: 1.0 MI SE OF JASPER (Lat: 42.113147, Lng: -77.491094), Route carried "on" structure: State highway 417, Year Built: 2012, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,539 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,548 (year 2040), Design Load: HL 93, Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.068, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.7m (41.7ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 65.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $398,000, Roadway Improvement Cost: $233,000, Total Project Cost: $632,000 ( Estimate for 2021)
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Structure Number: 10126, Location: RTE 417 1 MI E JASPER (Lat: 42.109253, Lng: -77.479144), Route carried "on" structure: State highway 417, Year Built: 1978, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,539 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,548 (year 2040), Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.146, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $837,000, Total Project Cost: $2,265,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10126, Location: RTE 417 1 MI E JASPER (Lat: 42.109253, Lng: -77.479144), Route carried "on" structure: State highway 417, Year Built: 1978, Status: Open, Structure Length: 3.17m (10.40ft), Average Daily Traffic: 1,539 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 1,548 (year 2040), Features Intersected: TUSCARORA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.146, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 13.8m (45.3ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.16m (10.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,429,000, Roadway Improvement Cost: $837,000, Total Project Cost: $2,265,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 10235, Location: 2.1 MI SE OF S CANISTEO (Lat: 42.172217, Lng: -77.527806), Route carried "on" structure: State highway 36, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,319 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,327 (year 2040), Design Load: HS 20, Features Intersected: PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.944, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $204,000, Total Project Cost: $554,000 ( Estimate for 2021)
Structure Number: 10235, Location: 2.1 MI SE OF S CANISTEO (Lat: 42.172217, Lng: -77.527806), Route carried "on" structure: State highway 36, Year Built: 1948, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 1,319 (year 2019), Truck Traffic: 17%, Average Future Daily Traffic: 1,327 (year 2040), Design Load: HS 20, Features Intersected: PEAK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.944, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $349,000, Roadway Improvement Cost: $204,000, Total Project Cost: $554,000 ( Estimate for 2021)
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Structure Number: 221728, Location: 1.8 MI EAST OF JASPER (Lat: 42.128881, Lng: -77.469636), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2037), Features Intersected: GARDNER SCHOOL CK, Facility Carried by Structure: FIVE CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $214,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221728, Location: 1.8 MI EAST OF JASPER (Lat: 42.128881, Lng: -77.469636), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 1992, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 56 (year 2037), Features Intersected: GARDNER SCHOOL CK, Facility Carried by Structure: FIVE CORNERS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.671, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.6m (34.8ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 66.2 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $214,000, Total Project Cost: $581,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221729, Location: 1.0 MI SE OF JASPER (Lat: 42.114317, Lng: -77.489928), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 112 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 157 (year 2037), Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: FIVE CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $281,000, Total Project Cost: $762,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221729, Location: 1.0 MI SE OF JASPER (Lat: 42.114317, Lng: -77.489928), Route carried "on" structure: Other road , Year Built: 1972, Year Reconstructed: 1997, Status: Open, Structure Length: 1.19m (3.90ft), Average Daily Traffic: 112 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 157 (year 2037), Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: FIVE CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.18m (3.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $481,000, Roadway Improvement Cost: $281,000, Total Project Cost: $762,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 22173, Location: 2.4 MILES EAST OF JASPER (Lat: 42.120117, Lng: -77.460042), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 27 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2037), Features Intersected: GARDENER SCHL CRK, Facility Carried by Structure: BAUCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $254,000, Total Project Cost: $689,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 22173, Location: 2.4 MILES EAST OF JASPER (Lat: 42.120117, Lng: -77.460042), Route carried "on" structure: Other road , Year Built: 2018, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 27 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 38 (year 2037), Features Intersected: GARDENER SCHL CRK, Facility Carried by Structure: BAUCHER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 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: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $434,000, Roadway Improvement Cost: $254,000, Total Project Cost: $689,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221731, Location: 1.5 MI E OF FIVE CORNERS (Lat: 42.102586, Lng: -77.463336), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 66 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 92 (year 2037), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County 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: 11.6m (38.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $247,000, Total Project Cost: $669,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221731, Location: 1.5 MI E OF FIVE CORNERS (Lat: 42.102586, Lng: -77.463336), Route carried "on" structure: Other road , Year Built: 2017, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 66 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 92 (year 2037), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.175, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County 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: 11.6m (38.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Operating Rating: 90.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $247,000, Total Project Cost: $669,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221732, Location: 2.9 MI SE OF JASPER (Lat: 42.102103, Lng: -77.454450), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 66 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 92 (year 2037), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $411,000, Total Project Cost: $1,113,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221732, Location: 2.9 MI SE OF JASPER (Lat: 42.102103, Lng: -77.454450), Route carried "on" structure: Other road , Year Built: 1997, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 66 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 92 (year 2037), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.8m (25.6ft)
Condition: Deck: Very good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 69.9 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: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $702,000, Roadway Improvement Cost: $411,000, Total Project Cost: $1,113,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221733, Location: 5.6 MILES NORTH OF JASPER (Lat: 42.177928, Lng: -77.473200), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2036), Design Load: HS 25 or greater, Features Intersected: N B TUSCARORA CRK, Facility Carried by Structure: UPPER SWALE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $247,000, Total Project Cost: $669,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221733, Location: 5.6 MILES NORTH OF JASPER (Lat: 42.177928, Lng: -77.473200), Route carried "on" structure: Other road , Year Built: 2011, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 100 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 140 (year 2036), Design Load: HS 25 or greater, Features Intersected: N B TUSCARORA CRK, Facility Carried by Structure: UPPER SWALE RD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.025, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County 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: 11.0m (36.1ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 88.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $422,000, Roadway Improvement Cost: $247,000, Total Project Cost: $669,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221734, Location: 5.5 MILES WEST OF JASPER (Lat: 42.121903, Lng: -77.609403), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 49 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 69 (year 2037), Design Load: HS 20, Features Intersected: WOODWARD HLLOW CK, Facility Carried by Structure: ALVORD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: 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: 15.5m (50.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $249,000, Total Project Cost: $673,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221734, Location: 5.5 MILES WEST OF JASPER (Lat: 42.121903, Lng: -77.609403), Route carried "on" structure: Other road , Year Built: 1972, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 49 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 69 (year 2037), Design Load: HS 20, Features Intersected: WOODWARD HLLOW CK, Facility Carried by Structure: ALVORD HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.751, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: 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: 15.5m (50.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $424,000, Roadway Improvement Cost: $249,000, Total Project Cost: $673,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 221735, Location: 1.4 MI NW OF JASPER (Lat: 42.129219, Lng: -77.521892), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 56 (year 2037), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: DRAKE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.039, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.5m (27.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $245,000, Total Project Cost: $665,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221735, Location: 1.4 MI NW OF JASPER (Lat: 42.129219, Lng: -77.521892), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 40 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 56 (year 2037), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: DRAKE HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.039, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), 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: 8.5m (27.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $419,000, Roadway Improvement Cost: $245,000, Total Project Cost: $665,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333323, Location: 3.6 MI EAST OF S CANISTEO (Lat: 42.181089, Lng: -77.478097), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 160 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 224 (year 2037), Features Intersected: N B TUSCARORA CRK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.755, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $298,000, Total Project Cost: $808,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333323, Location: 3.6 MI EAST OF S CANISTEO (Lat: 42.181089, Lng: -77.478097), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 160 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 224 (year 2037), Features Intersected: N B TUSCARORA CRK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.755, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $509,000, Roadway Improvement Cost: $298,000, Total Project Cost: $808,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333324, Location: 3.8 MI NW OF HEDGESVILLE (Lat: 42.174650, Lng: -77.463297), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 121 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 169 (year 2037), Design Load: HS 20, Features Intersected: N BR TUSCARORA CR, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.284, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $330,000, Total Project Cost: $894,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333324, Location: 3.8 MI NW OF HEDGESVILLE (Lat: 42.174650, Lng: -77.463297), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 121 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 169 (year 2037), Design Load: HS 20, Features Intersected: N BR TUSCARORA CR, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.284, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.3m (56.8ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.79m (5.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $564,000, Roadway Improvement Cost: $330,000, Total Project Cost: $894,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333325, Location: 3.1 MI NW OF HEDGESVILLE (Lat: 42.162858, Lng: -77.456228), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load-capacity, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 147 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 206 (year 2037), Design Load: HS 20, Features Intersected: N B TUSCARORA CRK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.037, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,029,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333325, Location: 3.1 MI NW OF HEDGESVILLE (Lat: 42.162858, Lng: -77.456228), Route carried "on" structure: County highway , Year Built: 1988, Status: Posted for load-capacity, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 147 (year 2017), Truck Traffic: 2%, Average Future Daily Traffic: 206 (year 2037), Design Load: HS 20, Features Intersected: N B TUSCARORA CRK, Facility Carried by Structure: COUNTY ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.037, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 34.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $649,000, Roadway Improvement Cost: $380,000, Total Project Cost: $1,029,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333354, Location: 2.2 MI S OF SO CANISTEO (Lat: 42.165558, Lng: -77.564797), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 166 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 232 (year 2040), Design Load: HS 20, Features Intersected: MILWAUKEE CREEK, Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.751, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Serious, Channel: Fair, Operating Rating: 61.7 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $164,000, Total Project Cost: $443,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333354, Location: 2.2 MI S OF SO CANISTEO (Lat: 42.165558, Lng: -77.564797), Route carried "on" structure: County highway , Year Built: 1991, Status: Open, Structure Length: 0.92m (3.02ft), Average Daily Traffic: 166 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 232 (year 2040), Design Load: HS 20, Features Intersected: MILWAUKEE CREEK, Facility Carried by Structure: COUNTY ROAD 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.751, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Serious, Channel: Fair, Operating Rating: 61.7 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: High priority of corrective action, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $280,000, Roadway Improvement Cost: $164,000, Total Project Cost: $443,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333393, Location: IN JASPER (Lat: 42.124031, Lng: -77.502006), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 623 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 649 (year 2040), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: COUNTY ROAD 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, 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: 14.6m (47.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $160,000, Total Project Cost: $432,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333393, Location: IN JASPER (Lat: 42.124031, Lng: -77.502006), Route carried "on" structure: County highway , Year Built: 2016, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 623 (year 2018), Truck Traffic: 8%, Average Future Daily Traffic: 649 (year 2040), Design Load: HS 25 or greater, Features Intersected: TUSCARORA CREEK, Facility Carried by Structure: COUNTY ROAD 71
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, 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: 14.6m (47.9ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Excellent, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $272,000, Roadway Improvement Cost: $160,000, Total Project Cost: $432,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333451, Location: 1.7 MI NE OF JASPER (Lat: 42.138072, Lng: -77.479444), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 285 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 297 (year 2040), Features Intersected: GARDENER SCHOOL C, Facility Carried by Structure: COUNTY ROAD 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.590, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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
Structure Number: 333451, Location: 1.7 MI NE OF JASPER (Lat: 42.138072, Lng: -77.479444), Route carried "on" structure: County highway , Year Built: 1920, Year Reconstructed: 1989, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 285 (year 2019), Truck Traffic: 10%, Average Future Daily Traffic: 297 (year 2040), Features Intersected: GARDENER SCHOOL C, Facility Carried by Structure: COUNTY ROAD 123
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.590, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.2m (30.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, 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