Bridge Statistics for Sherman, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 33Number of bridges
- 240ft / 72.6mTotal length
- $61,592,000Total costs
- 54,459Total average daily traffic
- 9,686Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Sherman
- No street view available for this location
- New bridges - historical statistics
- 11920-1929
- 41930-1939
- 11960-1969
- 61970-1979
- 111980-1989
- 91990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 21980-1989
- Bridge Condition - Deck
- 4.5%Excellent
- 27.3%Very good
- 40.9%Good
- 22.7%Satisfactory
- 4.5%Fair
- Bridge Condition - Superstructure
- 9.1%Excellent
- 40.9%Very good
- 27.3%Good
- 9.1%Satisfactory
- 4.5%Fair
- 9.1%Poor
- Bridge Condition - Substructure
- 4.5%Excellent
- 18.2%Very good
- 40.9%Good
- 18.2%Satisfactory
- 18.2%Fair
- Bridge Condition - Channel
- 5.9%Excellent
- 17.6%Very good
- 35.3%Good
- 35.3%Satisfactory
- 5.9%Fair
- Bridge Condition - Culverts
- 33.3%Very good
- 33.3%Good
- 33.3%Satisfactory
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Structure Number: 102998, Location: 2.6 MI N JCT SH76 & SH474 (Lat: 42.109431, Lng: -79.586814), Route carried "on" structure: State highway 76, Year Built: 1934, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 948 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 957 (year 2040), Features Intersected: ALDER BOTTM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $291,000, Total Project Cost: $788,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 102998, Location: 2.6 MI N JCT SH76 & SH474 (Lat: 42.109431, Lng: -79.586814), Route carried "on" structure: State highway 76, Year Built: 1934, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 948 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 957 (year 2040), Features Intersected: ALDER BOTTM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.216, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $497,000, Roadway Improvement Cost: $291,000, Total Project Cost: $788,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 106028, Location: 0.4 MI N JCT RTS 76 & 17 (Lat: 42.158425, Lng: -79.595497), Route carried "on" structure: State highway 76, Year Built: 1934, Year Reconstructed: 1991, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,445 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,469 (year 2040), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.863, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $699,000, Total Project Cost: $1,892,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 106028, Location: 0.4 MI N JCT RTS 76 & 17 (Lat: 42.158425, Lng: -79.595497), Route carried "on" structure: State highway 76, Year Built: 1934, Year Reconstructed: 1991, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 2,445 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 2,469 (year 2040), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.863, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.8m (65.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Poor, Substructure: Fair, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 19.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $1,193,000, Roadway Improvement Cost: $699,000, Total Project Cost: $1,892,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 107141, Location: JCT.RTES 76 & 17 (Lat: 42.153236, Lng: -79.593247), Route carried "on" structure: State highway 76, Year Built: 1982, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 2,445 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,469 (year 2040), Design Load: HS 20, Features Intersected: 86I 17 52111091 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.203, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $6,085,000, Roadway Improvement Cost: $3,564,000, Total Project Cost: $9,649,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107141, Location: JCT.RTES 76 & 17 (Lat: 42.153236, Lng: -79.593247), Route carried "on" structure: State highway 76, Year Built: 1982, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 2,445 (year 2020), Truck Traffic: 13%, Average Future Daily Traffic: 2,469 (year 2040), Design Load: HS 20, Features Intersected: 86I 17 52111091 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.203, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.7m (123.7ft), Curb-To-Curb Width: 19.2m (63.0ft), Out-to-Out Width: 20.1m (65.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 91.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.62m (25.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $6,085,000, Roadway Improvement Cost: $3,564,000, Total Project Cost: $9,649,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 107143, Location: .7 MI E JCT SH 76 & I86 (Lat: 42.156656, Lng: -79.580258), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 158 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 221 (year 2038), Design Load: HS 20, Features Intersected: 86I 17 52111099 - Westbo, Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.296, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.0 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: 35.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.65m (28.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,898,000, Roadway Improvement Cost: $2,283,000, Total Project Cost: $6,181,000 ( 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: 107143, Location: .7 MI E JCT SH 76 & I86 (Lat: 42.156656, Lng: -79.580258), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 8.66m (28.41ft), Average Daily Traffic: 158 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 221 (year 2038), Design Load: HS 20, Features Intersected: 86I 17 52111099 - Westbo, Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.296, Lanes on structure: 2, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 42.9m (140.7ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 46.0 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: 35.3 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: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.65m (28.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $3,898,000, Roadway Improvement Cost: $2,283,000, Total Project Cost: $6,181,000 ( 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: 1071441, Location: 1.5 MI E JCT RTS 17 & 76 (Lat: 42.156803, Lng: -79.565850), Route carried "on" structure: Interstate 86, Year Built: 1996, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 3,896 (year 2014), Truck Traffic: 26%, Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 89.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,456,000, Roadway Improvement Cost: $852,000, Total Project Cost: $2,308,000 ( 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: 1071441, Location: 1.5 MI E JCT RTS 17 & 76 (Lat: 42.156803, Lng: -79.565850), Route carried "on" structure: Interstate 86, Year Built: 1996, Status: Open, Structure Length: 3.78m (12.40ft), Average Daily Traffic: 3,896 (year 2014), Truck Traffic: 26%, Design Load: HS 25 or greater, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.120, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Excellent, Operating Rating: 89.8 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,456,000, Roadway Improvement Cost: $852,000, Total Project Cost: $2,308,000 ( 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: 1071442, Location: 1.5MI.E.JCT.RTES 76 & 17 (Lat: 42.156328, Lng: -79.565881), Route carried "on" structure: Interstate 86, Year Built: 1982, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,346 (year 2040), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,433,000, Roadway Improvement Cost: $839,000, Total Project Cost: $2,272,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1071442, Location: 1.5MI.E.JCT.RTES 76 & 17 (Lat: 42.156328, Lng: -79.565881), Route carried "on" structure: Interstate 86, Year Built: 1982, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,346 (year 2040), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Material/Design: Prestressed concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 75.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $1,433,000, Roadway Improvement Cost: $839,000, Total Project Cost: $2,272,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1071451, Location: 1.6 MI E JCT I86 & SH 76 (Lat: 42.156819, Lng: -79.562794), Route carried "on" structure: Interstate 86, Year Built: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,896 (year 2014), Truck Traffic: 26%, Design Load: HS 25 or greater, Features Intersected: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.409, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,530,000, Roadway Improvement Cost: $896,000, Total Project Cost: $2,426,000 ( 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: 1071451, Location: 1.6 MI E JCT I86 & SH 76 (Lat: 42.156819, Lng: -79.562794), Route carried "on" structure: Interstate 86, Year Built: 1996, Status: Open, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 3,896 (year 2014), Truck Traffic: 26%, Design Load: HS 25 or greater, Features Intersected: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.409, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.81m (12.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,530,000, Roadway Improvement Cost: $896,000, Total Project Cost: $2,426,000 ( 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: 1071452, Location: 1.6 MI E JCT I86 & SH 37 (Lat: 42.156331, Lng: -79.562364), Route carried "on" structure: Interstate 86, Year Built: 1982, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,346 (year 2040), Design Load: HS 20, Features Intersected: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.393, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,654,000, Roadway Improvement Cost: $969,000, Total Project Cost: $2,623,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1071452, Location: 1.6 MI E JCT I86 & SH 37 (Lat: 42.156331, Lng: -79.562364), Route carried "on" structure: Interstate 86, Year Built: 1982, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,346 (year 2040), Design Load: HS 20, Features Intersected: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.393, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.6m (103.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,654,000, Roadway Improvement Cost: $969,000, Total Project Cost: $2,623,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1071471, Location: 3.5 MI E JCT RTS 76 & 17 (Lat: 42.155656, Lng: -79.526536), Route carried "on" structure: Interstate 86, Year Built: 1996, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,896 (year 2014), Truck Traffic: 26%, Design Load: HS 25 or greater, Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.402, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,857,000, Roadway Improvement Cost: $1,087,000, Total Project Cost: $2,944,000 ( 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: 1071471, Location: 3.5 MI E JCT RTS 76 & 17 (Lat: 42.155656, Lng: -79.526536), Route carried "on" structure: Interstate 86, Year Built: 1996, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 3,896 (year 2014), Truck Traffic: 26%, Design Load: HS 25 or greater, Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.402, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,857,000, Roadway Improvement Cost: $1,087,000, Total Project Cost: $2,944,000 ( 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: 1071472, Location: 3.5MI.E.JCT.RTES 76 & 17 (Lat: 42.154747, Lng: -79.526564), Route carried "on" structure: Interstate 86, Year Built: 1982, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,346 (year 2040), Design Load: HS 20, Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.386, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,949,000, Roadway Improvement Cost: $1,141,000, Total Project Cost: $3,090,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1071472, Location: 3.5MI.E.JCT.RTES 76 & 17 (Lat: 42.154747, Lng: -79.526564), Route carried "on" structure: Interstate 86, Year Built: 1982, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,650 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 4,346 (year 2040), Design Load: HS 20, Features Intersected: TOWN LINE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.386, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,949,000, Roadway Improvement Cost: $1,141,000, Total Project Cost: $3,090,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1091781, Location: 2.2 MI E JCT SH 430 & I86 (Lat: 42.146769, Lng: -79.612750), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,619 (year 2014), Truck Traffic: 27%, Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.888, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 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: Somewhat better than minimum adequacy, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,246,000, Roadway Improvement Cost: $730,000, Total Project Cost: $1,976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1091781, Location: 2.2 MI E JCT SH 430 & I86 (Lat: 42.146769, Lng: -79.612750), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,619 (year 2014), Truck Traffic: 27%, Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.888, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 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: Somewhat better than minimum adequacy, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,246,000, Roadway Improvement Cost: $730,000, Total Project Cost: $1,976,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1091782, Location: 2.2 MI E JCT SH 430 & I86 (Lat: 42.145883, Lng: -79.613028), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,289 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 3,917 (year 2040), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 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: Somewhat better than minimum adequacy, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,713,000, Roadway Improvement Cost: $1,003,000, Total Project Cost: $2,715,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1091782, Location: 2.2 MI E JCT SH 430 & I86 (Lat: 42.145883, Lng: -79.613028), Route carried "on" structure: Interstate 86, Year Built: 1973, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 3,289 (year 2020), Truck Traffic: 32%, Average Future Daily Traffic: 3,917 (year 2040), Design Load: HS 20, Features Intersected: FRENCH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.872, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.4m (44.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 58.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 21.4 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: Somewhat better than minimum adequacy, 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: 2.83m (9.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,713,000, Roadway Improvement Cost: $1,003,000, Total Project Cost: $2,715,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 109179, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.145831, Lng: -79.608908), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 822 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: HS 20+Mod, Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.819, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 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: 42.4 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,628,000, Roadway Improvement Cost: $1,539,000, Total Project Cost: $4,167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 109179, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.145831, Lng: -79.608908), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 822 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: HS 20+Mod, Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.819, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 55.1 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: 42.4 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: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,628,000, Roadway Improvement Cost: $1,539,000, Total Project Cost: $4,167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10918, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683, Lng: -79.608386), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 822 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: HS 20+Mod, Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.915, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,628,000, Roadway Improvement Cost: $1,539,000, Total Project Cost: $4,167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 10918, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683, Lng: -79.608386), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 3.96m (12.99ft), Average Daily Traffic: 822 (year 2018), Truck Traffic: 15%, Average Future Daily Traffic: 1,151 (year 2038), Design Load: HS 20+Mod, Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.915, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 55.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.96m (12.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,628,000, Roadway Improvement Cost: $1,539,000, Total Project Cost: $4,167,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 307146, Location: 1.7 MI E JCT RTS 76 & 17 (Lat: 42.155881, Lng: -79.561986), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 95 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 133 (year 2038), Design Load: HS 20, Features Intersected: OVERFLOW CHANNEL, Facility Carried by Structure: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.109, 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: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 63.5 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: 48.9 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: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $97,000, Total Project Cost: $264,000 ( Estimate for 2021)
Structure Number: 307146, Location: 1.7 MI E JCT RTS 76 & 17 (Lat: 42.155881, Lng: -79.561986), Route carried "on" structure: Other road , Year Built: 1982, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 95 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 133 (year 2038), Design Load: HS 20, Features Intersected: OVERFLOW CHANNEL, Facility Carried by Structure: WAIT CORNERS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.109, 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: 3.9m (12.8ft)
Condition: Channel: Satisfactory, Culverts: Very good, Operating Rating: 63.5 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: 48.9 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: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $166,000, Roadway Improvement Cost: $97,000, Total Project Cost: $264,000 ( Estimate for 2021)
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Structure Number: 332548, Location: 0.6 MI SW OF SHELDON CNRS (Lat: 42.174697, Lng: -79.662450), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 79 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 111 (year 2038), Features Intersected: BR TWENTYMILE CRK, Facility Carried by Structure: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 79.5 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $235,000, Total Project Cost: $638,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
Structure Number: 332548, Location: 0.6 MI SW OF SHELDON CNRS (Lat: 42.174697, Lng: -79.662450), Route carried "on" structure: County highway , Year Built: 2017, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 79 (year 2018), Truck Traffic: 12%, Average Future Daily Traffic: 111 (year 2038), Features Intersected: BR TWENTYMILE CRK, Facility Carried by Structure: COUNTY ROAD 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.344, 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: 9.8m (32.2ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Satisfactory, Operating Rating: 79.5 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $402,000, Roadway Improvement Cost: $235,000, Total Project Cost: $638,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 332556, Location: 3.4 MILES SW OF SHERMAN (Lat: 42.107264, Lng: -79.625447), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 735 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,029 (year 2038), Design Load: HS 20, Features Intersected: ALDER BOTTOM CRK, Facility Carried by Structure: CLYMER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.1 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: 45.4 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,077,000, Roadway Improvement Cost: $631,000, Total Project Cost: $1,708,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332556, Location: 3.4 MILES SW OF SHERMAN (Lat: 42.107264, Lng: -79.625447), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 735 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 1,029 (year 2038), Design Load: HS 20, Features Intersected: ALDER BOTTOM CRK, Facility Carried by Structure: CLYMER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.072, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.7m (77.8ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 65.1 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: 45.4 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,077,000, Roadway Improvement Cost: $631,000, Total Project Cost: $1,708,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332557, Location: 2.6 MI NW OF N CLYMER (Lat: 42.103114, Lng: -79.607319), Route carried "on" structure: County highway , Year Built: 1962, Status: Closed, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 94 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 132 (year 2038), Features Intersected: ALDER BOTTOM CRK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $3,023,000, Roadway Improvement Cost: $1,770,000, Total Project Cost: $4,793,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332557, Location: 2.6 MI NW OF N CLYMER (Lat: 42.103114, Lng: -79.607319), Route carried "on" structure: County highway , Year Built: 1962, Status: Closed, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 94 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 132 (year 2038), Features Intersected: ALDER BOTTOM CRK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: May 2021, Bridge Improvement Cost: $3,023,000, Roadway Improvement Cost: $1,770,000, Total Project Cost: $4,793,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332558, Location: 2.3 MI NW OF NORTH CLYMER (Lat: 42.103242, Lng: -79.593333), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 94 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 132 (year 2038), Design Load: H 20, Features Intersected: TB ALDERBOTTOM CK, Facility Carried by Structure: COUNTY ROAD 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $325,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332558, Location: 2.3 MI NW OF NORTH CLYMER (Lat: 42.103242, Lng: -79.593333), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 94 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 132 (year 2038), Design Load: H 20, Features Intersected: TB ALDERBOTTOM CK, Facility Carried by Structure: COUNTY ROAD 322
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.864, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $205,000, Roadway Improvement Cost: $120,000, Total Project Cost: $325,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332559, Location: 2.6 MI SW OF SHERMAN (Lat: 42.118806, Lng: -79.621011), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 119 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 167 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: BAILEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.0 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: 61.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $598,000, Total Project Cost: $1,619,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332559, Location: 2.6 MI SW OF SHERMAN (Lat: 42.118806, Lng: -79.621011), Route carried "on" structure: Other road , Year Built: 1993, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 119 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 167 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: BAILEY HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, 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: 19.8m (65.0ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.0 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: 61.9 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,021,000, Roadway Improvement Cost: $598,000, Total Project Cost: $1,619,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33256, Location: 1.6 MI SW OF SHERMAN (Lat: 42.134158, Lng: -79.617989), Route carried "on" structure: Other road , Year Built: 1930, Year Reconstructed: 1987, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 181 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 253 (year 2039), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: BARCELONA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 59.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $337,000, Total Project Cost: $912,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33256, Location: 1.6 MI SW OF SHERMAN (Lat: 42.134158, Lng: -79.617989), Route carried "on" structure: Other road , Year Built: 1930, Year Reconstructed: 1987, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 181 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 253 (year 2039), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: BARCELONA ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 4.9m (16.1ft), Out-to-Out Width: 5.3m (17.4ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Inventory Rating: 59.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: May 2021, Critical Feature Inspection Date: May 2021, Bridge Improvement Cost: $575,000, Roadway Improvement Cost: $337,000, Total Project Cost: $912,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332561, Location: 0.7 MI NE JCT RTS 76 & 17 (Lat: 42.158069, Lng: -79.581122), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 158 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 221 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,185,000, Roadway Improvement Cost: $694,000, Total Project Cost: $1,878,000 ( 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: 332561, Location: 0.7 MI NE JCT RTS 76 & 17 (Lat: 42.158069, Lng: -79.581122), Route carried "on" structure: Other road , Year Built: 1980, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 158 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 221 (year 2038), Design Load: HS 20, Features Intersected: FRENCH CREEK, Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.537, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.0m (36.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 54.4 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: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,185,000, Roadway Improvement Cost: $694,000, Total Project Cost: $1,878,000 ( 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: 332562, Location: 3.4 MILES SE OF MINA (Lat: 42.104617, Lng: -79.632781), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 216 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 302 (year 2040), Features Intersected: TRB TO FRENCH CRK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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: $254,000, Roadway Improvement Cost: $149,000, Total Project Cost: $403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332562, Location: 3.4 MILES SE OF MINA (Lat: 42.104617, Lng: -79.632781), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 216 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 302 (year 2040), Features Intersected: TRB TO FRENCH CRK, Facility Carried by Structure: COUNTY ROAD 4
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.399, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Fair, Operating Rating: 22.4 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: 17.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, 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: $254,000, Roadway Improvement Cost: $149,000, Total Project Cost: $403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332596, Location: 2.2 MILES W OF SUMMERDALE (Lat: 42.216533, Lng: -79.615325), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 469 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 657 (year 2039), Design Load: HS 25 or greater, Features Intersected: BR CHAUTAUQUA CRK, Facility Carried by Structure: SHERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $79,000, Total Project Cost: $215,000 ( Estimate for 2021)
Structure Number: 332596, Location: 2.2 MILES W OF SUMMERDALE (Lat: 42.216533, Lng: -79.615325), Route carried "on" structure: County highway , Year Built: 1999, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 469 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 657 (year 2039), Design Load: HS 25 or greater, Features Intersected: BR CHAUTAUQUA CRK, Facility Carried by Structure: SHERMAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.942, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 63.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $79,000, Total Project Cost: $215,000 ( Estimate for 2021)
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Structure Number: 332612, Location: AT VILLAGE OF SHERMAN (Lat: 42.157631, Lng: -79.597311), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1983, Status: Posted for load-capacity, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 757 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,060 (year 2038), Features Intersected: TRIB FRENCH CREEK, Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $605,000, Total Project Cost: $1,639,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332612, Location: AT VILLAGE OF SHERMAN (Lat: 42.157631, Lng: -79.597311), Route carried "on" structure: County highway , Year Built: 1927, Year Reconstructed: 1983, Status: Posted for load-capacity, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 757 (year 2018), Truck Traffic: 13%, Average Future Daily Traffic: 1,060 (year 2038), Features Intersected: TRIB FRENCH CREEK, Facility Carried by Structure: COUNTY ROAD 15
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.508, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.31m (7.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,034,000, Roadway Improvement Cost: $605,000, Total Project Cost: $1,639,000 ( Estimate for 2021), Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107141, Location: JCT.RTES 76 & 17 (Lat: 42.153236, Lng: -79.593247), Route carried "under" structure: Interstate 86, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1 (year 2021), Features Intersected: 86I 17 52111091 WB, RTE, Facility Carried by Structure: RTE 76
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
Structure Number: 107141, Location: JCT.RTES 76 & 17 (Lat: 42.153236, Lng: -79.593247), Route carried "under" structure: Interstate 86, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1 (year 2021), Features Intersected: 86I 17 52111091 WB, RTE, Facility Carried by Structure: RTE 76
Minimum Vertical Clearance: 5.74m (18.83ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.7m (123.7ft)
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Structure Number: 107143, Location: .7 MI E JCT SH 76 & I86 (Lat: 42.156656, Lng: -79.580258), Route carried "under" structure: Interstate 86, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1 (year 2021), Features Intersected: 86I 17 52111099 - Westbo, Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 44.891, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.9m (140.7ft)
Structure Number: 107143, Location: .7 MI E JCT SH 76 & I86 (Lat: 42.156656, Lng: -79.580258), Route carried "under" structure: Interstate 86, Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 1 (year 2021), Features Intersected: 86I 17 52111099 - Westbo, Facility Carried by Structure: ARMENIAN ROAD
Minimum Vertical Clearance: 5.72m (18.77ft), Kilometerpoint: 44.891, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.9m (140.7ft)
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Structure Number: 1071451, Location: 1.6 MI E JCT I86 & SH 76 (Lat: 42.156819, Lng: -79.562794), Route carried "under" structure: Other road , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 48 (year 2018), Truck Traffic: 5%, Features Intersected: WAIT CORNERS ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 8.206, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
Structure Number: 1071451, Location: 1.6 MI E JCT I86 & SH 76 (Lat: 42.156819, Lng: -79.562794), Route carried "under" structure: Other road , Year Built: 1996, Structure Length: 0. m, Average Daily Traffic: 48 (year 2018), Truck Traffic: 5%, Features Intersected: WAIT CORNERS ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 8.206, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 36.5m (119.8ft)
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Structure Number: 1071452, Location: 1.6 MI E JCT I86 & SH 37 (Lat: 42.156331, Lng: -79.562364), Route carried "under" structure: Other road , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 48 (year 2018), Truck Traffic: 5%, Features Intersected: WAIT CORNERS ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 8.158, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
Structure Number: 1071452, Location: 1.6 MI E JCT I86 & SH 37 (Lat: 42.156331, Lng: -79.562364), Route carried "under" structure: Other road , Year Built: 1982, Structure Length: 0. m, Average Daily Traffic: 48 (year 2018), Truck Traffic: 5%, Features Intersected: WAIT CORNERS ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 8.158, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.6m (103.7ft)
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Structure Number: 1071471, Location: 3.5 MI E JCT RTS 76 & 17 (Lat: 42.155656, Lng: -79.526536), Route carried "under" structure: Other road , Year Built: 1996, Structure Length: 0. m, Features Intersected: TOWN LINE ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1071471, Location: 3.5 MI E JCT RTS 76 & 17 (Lat: 42.155656, Lng: -79.526536), Route carried "under" structure: Other road , Year Built: 1996, Structure Length: 0. m, Features Intersected: TOWN LINE ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.50m (14.76ft), Kilometerpoint: 0.788, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 1071472, Location: 3.5MI.E.JCT.RTES 76 & 17 (Lat: 42.154747, Lng: -79.526564), Route carried "under" structure: Other road , Year Built: 1982, Structure Length: 0. m, Features Intersected: TOWN LINE ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
Structure Number: 1071472, Location: 3.5MI.E.JCT.RTES 76 & 17 (Lat: 42.154747, Lng: -79.526564), Route carried "under" structure: Other road , Year Built: 1982, Structure Length: 0. m, Features Intersected: TOWN LINE ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 28.0m (91.9ft)
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Structure Number: 109179, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.145831, Lng: -79.608908), Route carried "under" structure: Interstate 86, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,089 (year 1998), Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 13.226, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 109179, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.145831, Lng: -79.608908), Route carried "under" structure: Interstate 86, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,089 (year 1998), Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 13.226, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 10918, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683, Lng: -79.608386), Route carried "under" structure: Interstate 86, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,089 (year 1998), Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.226, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 10918, Location: 1 MI SW JCT I86 & SH 76 (Lat: 42.146683, Lng: -79.608386), Route carried "under" structure: Interstate 86, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 7,089 (year 1998), Features Intersected: RTE I86, Facility Carried by Structure: RELOCATED HART RD
Minimum Vertical Clearance: 5.23m (17.16ft), Kilometerpoint: 13.226, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)