Bridge Statistics for Randolph, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 28Number of bridges
- 184ft / 55.5mTotal length
- $54,188,000Total costs
- 118,287Total average daily traffic
- 8,016Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Randolph
- No street view available for this location
- New bridges - historical statistics
- 21920-1929
- 41960-1969
- 131970-1979
- 21980-1989
- 31990-1999
- 42000-2009
- Bridge Condition - Deck
- 25.0%Very good
- 43.8%Good
- 25.0%Satisfactory
- 6.3%Poor
- Bridge Condition - Superstructure
- 6.3%Excellent
- 56.3%Very good
- 37.5%Good
- Bridge Condition - Substructure
- 6.3%Excellent
- 50.0%Very good
- 37.5%Good
- 6.3%Satisfactory
- Bridge Condition - Channel
- 30.0%Very good
- 60.0%Good
- 10.0%Fair
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Structure Number: 101218, Location: .8 MI W JCT SH 241& SH394 (Lat: 42.164522, Lng: -78.984075), Route carried "on" structure: State highway 394, Year Built: 2002, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,169 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,180 (year 2040), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $356,000, Total Project Cost: $963,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 101218, Location: .8 MI W JCT SH 241& SH394 (Lat: 42.164522, Lng: -78.984075), Route carried "on" structure: State highway 394, Year Built: 2002, Status: Open, Structure Length: 1.86m (6.10ft), Average Daily Traffic: 1,169 (year 2019), Truck Traffic: 7%, Average Future Daily Traffic: 1,180 (year 2040), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.484, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.8m (58.4ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.85m (6.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $607,000, Roadway Improvement Cost: $356,000, Total Project Cost: $963,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 101219, Location: 0.3 MI W JCT RTS 394&241 (Lat: 42.162303, Lng: -78.974650), Route carried "on" structure: State highway 394, Year Built: 2003, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 5,414 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,468 (year 2040), Design Load: HS 25 or greater, Features Intersected: LIT CONEWANGO C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 62.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $434,000, Total Project Cost: $1,175,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 101219, Location: 0.3 MI W JCT RTS 394&241 (Lat: 42.162303, Lng: -78.974650), Route carried "on" structure: State highway 394, Year Built: 2003, Status: Open, Structure Length: 2.26m (7.41ft), Average Daily Traffic: 5,414 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 5,468 (year 2040), Design Load: HS 25 or greater, Features Intersected: LIT CONEWANGO C
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.305, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.5m (70.5ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Very good, Superstructure: Excellent, Substructure: Excellent, Channel: Good, Inventory Rating: 62.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.25m (7.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $741,000, Roadway Improvement Cost: $434,000, Total Project Cost: $1,175,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1062681, Location: 3.3 MI E JCT I86 & US 62 (Lat: 42.161044, Lng: -79.033194), Route carried "on" structure: Interstate 86, Year Built: 1968, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 5,125 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 12,078 (year 2031), Design Load: HS 20, Features Intersected: SCHOOLHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.349, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,890,000, Roadway Improvement Cost: $1,107,000, Total Project Cost: $2,997,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1062681, Location: 3.3 MI E JCT I86 & US 62 (Lat: 42.161044, Lng: -79.033194), Route carried "on" structure: Interstate 86, Year Built: 1968, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 5,125 (year 2014), Truck Traffic: 21%, Average Future Daily Traffic: 12,078 (year 2031), Design Load: HS 20, Features Intersected: SCHOOLHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.349, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,890,000, Roadway Improvement Cost: $1,107,000, Total Project Cost: $2,997,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1062682, Location: 3.3 MI E JCT RTS 17 + 62 (Lat: 42.160689, Lng: -79.033197), Route carried "on" structure: Interstate 86, Year Built: 1968, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 5,058 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 6,023 (year 2040), Design Load: HS 20, Features Intersected: SCHOOLHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 52.5 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,890,000, Roadway Improvement Cost: $1,107,000, Total Project Cost: $2,997,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1062682, Location: 3.3 MI E JCT RTS 17 + 62 (Lat: 42.160689, Lng: -79.033197), Route carried "on" structure: Interstate 86, Year Built: 1968, Status: Open, Structure Length: 3.62m (11.88ft), Average Daily Traffic: 5,058 (year 2020), Truck Traffic: 22%, Average Future Daily Traffic: 6,023 (year 2040), Design Load: HS 20, Features Intersected: SCHOOLHOUSE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.365, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 52.5 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: 40.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,890,000, Roadway Improvement Cost: $1,107,000, Total Project Cost: $2,997,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1062691, Location: JCT RTE 17 + INT 16 (Lat: 42.158833, Lng: -78.994364), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,874 (year 2014), Truck Traffic: 26%, Average Future Daily Traffic: 12,078 (year 2031), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,027,000, Roadway Improvement Cost: $1,773,000, Total Project Cost: $4,800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1062691, Location: JCT RTE 17 + INT 16 (Lat: 42.158833, Lng: -78.994364), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 4,874 (year 2014), Truck Traffic: 26%, Average Future Daily Traffic: 12,078 (year 2031), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.632, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very 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: Equal to present desirable 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: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $3,027,000, Roadway Improvement Cost: $1,773,000, Total Project Cost: $4,800,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1062692, Location: JCT RTE 17 + INT 16 (Lat: 42.158756, Lng: -78.994764), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,009 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 3,583 (year 2040), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.648, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,992,000, Roadway Improvement Cost: $1,752,000, Total Project Cost: $4,744,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1062692, Location: JCT RTE 17 + INT 16 (Lat: 42.158756, Lng: -78.994764), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 4.42m (14.50ft), Average Daily Traffic: 3,009 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 3,583 (year 2040), Design Load: HS 20, Features Intersected: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.648, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 42.6m (139.8ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 53.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.41m (14.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,992,000, Roadway Improvement Cost: $1,752,000, Total Project Cost: $4,744,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 10627, Location: 0.3 MI SE JCT 17 + INT 16 (Lat: 42.156092, Lng: -78.988792), Route carried "on" structure: Interstate 86, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,017 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 7,166 (year 2040), Design Load: HS 20+Mod, Features Intersected: BATTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.195, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,265,000, Roadway Improvement Cost: $3,669,000, Total Project Cost: $9,933,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10627, Location: 0.3 MI SE JCT 17 + INT 16 (Lat: 42.156092, Lng: -78.988792), Route carried "on" structure: Interstate 86, Year Built: 1972, Status: Open, Structure Length: 7.01m (23.00ft), Average Daily Traffic: 6,017 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 7,166 (year 2040), Design Load: HS 20+Mod, Features Intersected: BATTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.195, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.4m (80.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.4m (17.7ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 76.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.01m (23.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $6,265,000, Roadway Improvement Cost: $3,669,000, Total Project Cost: $9,933,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106272, Location: 1.7 MI SE JCT 17 + INT 16 (Lat: 42.147014, Lng: -78.966511), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 89 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: 86I 17 51121052, RTE I86, Facility Carried by Structure: ARCHER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.298, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.73m (22.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,236,000, Roadway Improvement Cost: $2,480,000, Total Project Cost: $6,716,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 106272, Location: 1.7 MI SE JCT 17 + INT 16 (Lat: 42.147014, Lng: -78.966511), Route carried "on" structure: Other road , Year Built: 1971, Status: Open, Structure Length: 6.74m (22.11ft), Average Daily Traffic: 89 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 125 (year 2038), Design Load: HS 20, Features Intersected: 86I 17 51121052, RTE I86, Facility Carried by Structure: ARCHER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.298, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.9m (107.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.73m (22.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $4,236,000, Roadway Improvement Cost: $2,480,000, Total Project Cost: $6,716,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1062731, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126953, Lng: -78.949361), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,783 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 9,662 (year 2031), Design Load: HS 20, Features Intersected: CORBETT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.006, 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: 27.4m (89.9ft), 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: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,933,000, Roadway Improvement Cost: $1,132,000, Total Project Cost: $3,065,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1062731, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126953, Lng: -78.949361), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,783 (year 2013), Truck Traffic: 26%, Average Future Daily Traffic: 9,662 (year 2031), Design Load: HS 20, Features Intersected: CORBETT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.006, 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: 27.4m (89.9ft), 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: 64.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 49.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,933,000, Roadway Improvement Cost: $1,132,000, Total Project Cost: $3,065,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1062732, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126500, Lng: -78.949844), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,009 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 3,583 (year 2040), Design Load: HS 20, Features Intersected: CORBETT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,834,000, Roadway Improvement Cost: $1,074,000, Total Project Cost: $2,908,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
Structure Number: 1062732, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126500, Lng: -78.949844), Route carried "on" structure: Interstate 86, Year Built: 1971, Status: Open, Structure Length: 2.87m (9.42ft), Average Daily Traffic: 3,009 (year 2018), Truck Traffic: 22%, Average Future Daily Traffic: 3,583 (year 2040), Design Load: HS 20, Features Intersected: CORBETT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.006, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 51.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 39.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $1,834,000, Roadway Improvement Cost: $1,074,000, Total Project Cost: $2,908,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 306271, Location: 0.5 MI SE JCT 17 + INT 16 (Lat: 42.155111, Lng: -78.985931), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 842 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,179 (year 2039), Design Load: HS 20, Features Intersected: 86I 17 51121040, RTE I86, Facility Carried by Structure: LARKIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,194,000, Roadway Improvement Cost: $2,456,000, Total Project Cost: $6,650,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 306271, Location: 0.5 MI SE JCT 17 + INT 16 (Lat: 42.155111, Lng: -78.985931), Route carried "on" structure: County highway , Year Built: 1971, Status: Open, Structure Length: 7.16m (23.49ft), Average Daily Traffic: 842 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 1,179 (year 2039), Design Load: HS 20, Features Intersected: 86I 17 51121040, RTE I86, Facility Carried by Structure: LARKIN ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.722, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 35.0m (114.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Poor, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.16m (23.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $4,194,000, Roadway Improvement Cost: $2,456,000, Total Project Cost: $6,650,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 332309, Location: IN RANDOLPH (Lat: 42.161069, Lng: -78.964342), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 636 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 890 (year 2036), Features Intersected: ELM CREEK, Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $361,000, Total Project Cost: $978,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 332309, Location: IN RANDOLPH (Lat: 42.161069, Lng: -78.964342), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 636 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 890 (year 2036), Features Intersected: ELM CREEK, Facility Carried by Structure: COUNTY ROAD 65
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $617,000, Roadway Improvement Cost: $361,000, Total Project Cost: $978,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33231, Location: VILLAGE OF RANDOLPH (Lat: 42.150992, Lng: -78.993433), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 442 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 619 (year 2036), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $349,000, Total Project Cost: $944,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 33231, Location: VILLAGE OF RANDOLPH (Lat: 42.150992, Lng: -78.993433), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 442 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 619 (year 2036), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.737, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.4m (40.7ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 91.6 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, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $595,000, Roadway Improvement Cost: $349,000, Total Project Cost: $944,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332311, Location: .3 MILE SW OF RANDOLPH (Lat: 42.146892, Lng: -78.999611), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 442 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 619 (year 2036), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 65.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $317,000, Total Project Cost: $857,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332311, Location: .3 MILE SW OF RANDOLPH (Lat: 42.146892, Lng: -78.999611), Route carried "on" structure: County highway , Year Built: 1995, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 442 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 619 (year 2036), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.158, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 84.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 65.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $541,000, Roadway Improvement Cost: $317,000, Total Project Cost: $857,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 332314, Location: .4 MILE EAST OF RANDOLPH (Lat: 42.149753, Lng: -78.948269), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 219 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 307 (year 2036), Features Intersected: LIT CONEWANGO CRK, Facility Carried by Structure: IRELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.349, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332314, Location: .4 MILE EAST OF RANDOLPH (Lat: 42.149753, Lng: -78.948269), Route carried "on" structure: Other road , Year Built: 1989, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 219 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 307 (year 2036), Features Intersected: LIT CONEWANGO CRK, Facility Carried by Structure: IRELAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.349, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 8.1m (26.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $256,000, Roadway Improvement Cost: $150,000, Total Project Cost: $406,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332316, Location: AT RANDOLF (Lat: 42.160006, Lng: -78.985989), Route carried "on" structure: State highway 952M, Year Built: 2004, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,504 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,549 (year 2040), Design Load: HS 20, Features Intersected: BATTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $527,000, Total Project Cost: $1,427,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 332316, Location: AT RANDOLF (Lat: 42.160006, Lng: -78.985989), Route carried "on" structure: State highway 952M, Year Built: 2004, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,504 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 4,549 (year 2040), Design Load: HS 20, Features Intersected: BATTLE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.821, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $900,000, Roadway Improvement Cost: $527,000, Total Project Cost: $1,427,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 332317, Location: IN RANDOLPH (Lat: 42.162369, Lng: -78.984539), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 216 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 302 (year 2036), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,497,000, Roadway Improvement Cost: $877,000, Total Project Cost: $2,374,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 332317, Location: IN RANDOLPH (Lat: 42.162369, Lng: -78.984539), Route carried "on" structure: Other road , Year Built: 2005, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 216 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 302 (year 2036), Design Load: HS 25 or greater, Features Intersected: BATTLE CREEK, Facility Carried by Structure: CENTER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.338, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 59.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $1,497,000, Roadway Improvement Cost: $877,000, Total Project Cost: $2,374,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 336938, Location: .5 MILE SW OF RANDOLPH (Lat: 42.146131, Lng: -79.001819), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 226 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRCH BATTLE CREEK, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $94,000, Total Project Cost: $254,000 ( Estimate for 2021)
Structure Number: 336938, Location: .5 MILE SW OF RANDOLPH (Lat: 42.146131, Lng: -79.001819), Route carried "on" structure: County highway , Year Built: 1997, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 226 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 316 (year 2039), Design Load: HS 25 or greater, Features Intersected: BRCH BATTLE CREEK, Facility Carried by Structure: BOWEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.997, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft)
Condition: Channel: Very good, Culverts: Good, Inventory Rating: 60.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $160,000, Roadway Improvement Cost: $94,000, Total Project Cost: $254,000 ( Estimate for 2021)
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Structure Number: 1062681, Location: 3.3 MI E JCT I86 & US 62 (Lat: 42.161044, Lng: -79.033194), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 1997), Features Intersected: SCHOOLHOUSE 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: 35.0m (114.8ft)
Structure Number: 1062681, Location: 3.3 MI E JCT I86 & US 62 (Lat: 42.161044, Lng: -79.033194), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 1997), Features Intersected: SCHOOLHOUSE 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: 35.0m (114.8ft)
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Structure Number: 1062682, Location: 3.3 MI E JCT RTS 17 + 62 (Lat: 42.160689, Lng: -79.033197), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 1997), Features Intersected: SCHOOLHOUSE ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 1062682, Location: 3.3 MI E JCT RTS 17 + 62 (Lat: 42.160689, Lng: -79.033197), Route carried "under" structure: Other road , Year Built: 1968, Structure Length: 0. m, Average Daily Traffic: 564 (year 1997), Features Intersected: SCHOOLHOUSE ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
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Structure Number: 1062691, Location: JCT RTE 17 + INT 16 (Lat: 42.158833, Lng: -78.994364), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 4,913 (year 1997), Features Intersected: MAIN STREET, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
Structure Number: 1062691, Location: JCT RTE 17 + INT 16 (Lat: 42.158833, Lng: -78.994364), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 4,913 (year 1997), Features Intersected: MAIN STREET, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
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Structure Number: 1062692, Location: JCT RTE 17 + INT 16 (Lat: 42.158756, Lng: -78.994764), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 4,913 (year 1997), Features Intersected: MAIN STREET, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
Structure Number: 1062692, Location: JCT RTE 17 + INT 16 (Lat: 42.158756, Lng: -78.994764), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 4,913 (year 1997), Features Intersected: MAIN STREET, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.6m (139.8ft)
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Structure Number: 106272, Location: 1.7 MI SE JCT 17 + INT 16 (Lat: 42.147014, Lng: -78.966511), Route carried "under" structure: Interstate 86, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 31,150 (year 1999), Features Intersected: 86I 17 51121052, RTE I86, Facility Carried by Structure: ARCHER HILL ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
Structure Number: 106272, Location: 1.7 MI SE JCT 17 + INT 16 (Lat: 42.147014, Lng: -78.966511), Route carried "under" structure: Interstate 86, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 31,150 (year 1999), Features Intersected: 86I 17 51121052, RTE I86, Facility Carried by Structure: ARCHER HILL ROAD
Minimum Vertical Clearance: 5.54m (18.18ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.9m (107.9ft)
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Structure Number: 1062731, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126953, Lng: -78.949361), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Features Intersected: CORBETT HILL ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 1.352, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1062731, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126953, Lng: -78.949361), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Features Intersected: CORBETT HILL ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 1.352, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 1062732, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126500, Lng: -78.949844), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Features Intersected: CORBETT HILL ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 1062732, Location: 3.3 MI SE EXIT 16 OF I86 (Lat: 42.126500, Lng: -78.949844), Route carried "under" structure: Other road , Year Built: 1971, Structure Length: 0. m, Features Intersected: CORBETT HILL ROAD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 306271, Location: 0.5 MI SE JCT 17 + INT 16 (Lat: 42.155111, Lng: -78.985931), Route carried "under" structure: Interstate 86, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,021 (year 1999), Features Intersected: 86I 17 51121040, RTE I86, Facility Carried by Structure: LARKIN ST
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 6.356, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
Structure Number: 306271, Location: 0.5 MI SE JCT 17 + INT 16 (Lat: 42.155111, Lng: -78.985931), Route carried "under" structure: Interstate 86, Year Built: 1971, Structure Length: 0. m, Average Daily Traffic: 29,021 (year 1999), Features Intersected: 86I 17 51121040, RTE I86, Facility Carried by Structure: LARKIN ST
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 6.356, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 35.0m (114.8ft)
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Structure Number: 701217, Location: 1.2 MI W JCT RTS 394+ 241 (Lat: 42.166200, Lng: -78.990750), Route carried "under" structure: State highway 394, Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 1,766 (year 2002), Features Intersected: RTE 394, Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.937, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.7m (77.8ft)
Structure Number: 701217, Location: 1.2 MI W JCT RTS 394+ 241 (Lat: 42.166200, Lng: -78.990750), Route carried "under" structure: State highway 394, Year Built: 1925, Structure Length: 0. m, Average Daily Traffic: 1,766 (year 2002), Features Intersected: RTE 394, Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 4.65m (15.26ft), Kilometerpoint: 5.937, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 23.7m (77.8ft)
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Structure Number: 770731, Location: 1.6 MI SE OF RANDOLPH (Lat: 42.128425, Lng: -78.949522), Route carried "under" structure: County highway , Year Built: 1927, Structure Length: 0. m, Average Daily Traffic: 322 (year 2013), Truck Traffic: 5%, Features Intersected: COUNTY ROAD 9, Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 3.041, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.2m (26.9ft)
Structure Number: 770731, Location: 1.6 MI SE OF RANDOLPH (Lat: 42.128425, Lng: -78.949522), Route carried "under" structure: County highway , Year Built: 1927, Structure Length: 0. m, Average Daily Traffic: 322 (year 2013), Truck Traffic: 5%, Features Intersected: COUNTY ROAD 9, Facility Carried by Structure: WESTERN NY & PENN
Minimum Vertical Clearance: 3.53m (11.58ft), Kilometerpoint: 3.041, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 8.2m (26.9ft)