Bridge Statistics for North Hornell, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 13Number of bridges
- 125ft / 38.3mTotal length
- $19,025,000Total costs
- 72,781Total average daily traffic
- 2,043Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for North Hornell
- No street view available for this location
- New bridges - historical statistics
- 41930-1939
- 11960-1969
- 51970-1979
- 11980-1989
- 21990-1999
- Reconstructed bridges - Historical Statistics
- 21980-1989
- 21990-1999
- Bridge Condition - Deck
- 55.6%Very good
- 11.1%Good
- 22.2%Satisfactory
- 11.1%Fair
- Bridge Condition - Superstructure
- 22.2%Very good
- 33.3%Good
- 22.2%Satisfactory
- 22.2%Fair
- Bridge Condition - Substructure
- 11.1%Very good
- 22.2%Good
- 11.1%Satisfactory
- 33.3%Fair
- 22.2%Poor
- Bridge Condition - Channel
- 25.0%Good
- 75.0%Satisfactory
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Structure Number: 101639, Location: 2 MI NE JCT SR 17 & SR 21 (Lat: 42.399044, Lng: -77.621011), Route carried "on" structure: State highway 21, Year Built: 1983, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,995 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 2,007 (year 2040), Design Load: HS 20, Features Intersected: RESERVOIR SPLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $288,000, Total Project Cost: $779,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 101639, Location: 2 MI NE JCT SR 17 & SR 21 (Lat: 42.399044, Lng: -77.621011), Route carried "on" structure: State highway 21, Year Built: 1983, Status: Open, Structure Length: 1.95m (6.40ft), Average Daily Traffic: 1,995 (year 2019), Truck Traffic: 9%, Average Future Daily Traffic: 2,007 (year 2040), Design Load: HS 20, Features Intersected: RESERVOIR SPLLWAY
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.747, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 63.5 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.95m (6.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $492,000, Roadway Improvement Cost: $288,000, Total Project Cost: $779,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 102948, Location: 2.0 MI E JCT RTS 17 + 21 (Lat: 42.371633, Lng: -77.627656), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 190 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 266 (year 2038), Design Load: HS 20+Mod, Features Intersected: 86I 17 64044070, RTE I86, Facility Carried by Structure: County Road 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,978,000, Roadway Improvement Cost: $1,159,000, Total Project Cost: $3,137,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102948, Location: 2.0 MI E JCT RTS 17 + 21 (Lat: 42.371633, Lng: -77.627656), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 190 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 266 (year 2038), Design Load: HS 20+Mod, Features Intersected: 86I 17 64044070, RTE I86, Facility Carried by Structure: County Road 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.306, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.7m (113.8ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.04m (23.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,978,000, Roadway Improvement Cost: $1,159,000, Total Project Cost: $3,137,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 106016, Location: JCT RTS 17 + 36 (Lat: 42.378892, Lng: -77.654183), Route carried "on" structure: State highway 21, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 2,283 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,297 (year 2040), Design Load: HS 20+Mod, Features Intersected: 86I 17 64044055, RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.030, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 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, 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: 6.82m (22.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,864,000, Roadway Improvement Cost: $1,677,000, Total Project Cost: $4,542,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 106016, Location: JCT RTS 17 + 36 (Lat: 42.378892, Lng: -77.654183), Route carried "on" structure: State highway 21, Year Built: 1970, Status: Open, Structure Length: 6.83m (22.41ft), Average Daily Traffic: 2,283 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 2,297 (year 2040), Design Load: HS 20+Mod, Features Intersected: 86I 17 64044055, RTE I86
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.030, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 14.0m (45.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 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, 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: 6.82m (22.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,864,000, Roadway Improvement Cost: $1,677,000, Total Project Cost: $4,542,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 106023, Location: 0.7 MI E JCT I86 + SR 21 (Lat: 42.377333, Lng: -77.649075), Route carried "on" structure: Interstate 86, Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,988 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 11,171 (year 2040), Design Load: HS 20+Mod, Features Intersected: CARRINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $426,000, Total Project Cost: $1,155,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 106023, Location: 0.7 MI E JCT I86 + SR 21 (Lat: 42.377333, Lng: -77.649075), Route carried "on" structure: Interstate 86, Year Built: 1970, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,988 (year 2018), Truck Traffic: 24%, Average Future Daily Traffic: 11,171 (year 2040), Design Load: HS 20+Mod, Features Intersected: CARRINGTON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.380, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.2m (86.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 89.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $728,000, Roadway Improvement Cost: $426,000, Total Project Cost: $1,155,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221694, Location: 4.7 MI W OF HOWARD (Lat: 42.365600, Lng: -77.598414), Route carried "on" structure: Other road , Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 11 (year 2038), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: BARDEEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $261,000, Total Project Cost: $706,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 221694, Location: 4.7 MI W OF HOWARD (Lat: 42.365600, Lng: -77.598414), Route carried "on" structure: Other road , Year Built: 1967, Year Reconstructed: 2001, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 8 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 11 (year 2038), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: BARDEEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.24m (4.07ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $445,000, Roadway Improvement Cost: $261,000, Total Project Cost: $706,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 221698, Location: 1.7M NE OF NORTH HORNELL (Lat: 42.369578, Lng: -77.640375), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 35 (year 2038), Design Load: HS 25 or greater, Features Intersected: BIG CREEK, Facility Carried by Structure: BIG CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $346,000, Total Project Cost: $937,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 221698, Location: 1.7M NE OF NORTH HORNELL (Lat: 42.369578, Lng: -77.640375), Route carried "on" structure: Other road , Year Built: 1999, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 25 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 35 (year 2038), Design Load: HS 25 or greater, Features Intersected: BIG CREEK, Facility Carried by Structure: BIG CREEK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: Town or Township Highway Agency, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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 minimum criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $591,000, Roadway Improvement Cost: $346,000, Total Project Cost: $937,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333302, Location: 2.4 MILES NE OF HORNELL (Lat: 42.366225, Lng: -77.645806), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1993, Status: Posted for load-capacity, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,058 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,146 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK RD, BIG CREEK, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $937,000, Total Project Cost: $2,538,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333302, Location: 2.4 MILES NE OF HORNELL (Lat: 42.366225, Lng: -77.645806), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1993, Status: Posted for load-capacity, Structure Length: 6.43m (21.10ft), Average Daily Traffic: 2,058 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,146 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK RD, BIG CREEK, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.574, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Poor, Channel: Good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.43m (21.10ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: December 2021, Critical Feature Inspection Date: December 2021, Bridge Improvement Cost: $1,601,000, Roadway Improvement Cost: $937,000, Total Project Cost: $2,538,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333375, Location: 0.2 MI S OF FREMONT (Lat: 42.390847, Lng: -77.627464), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 190 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 266 (year 2038), Design Load: HS 20, Features Intersected: CARRINGTON CREEK, Facility Carried by Structure: COUNTY ROAD 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.813, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $416,000, Total Project Cost: $1,126,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333375, Location: 0.2 MI S OF FREMONT (Lat: 42.390847, Lng: -77.627464), Route carried "on" structure: County highway , Year Built: 1930, Year Reconstructed: 2001, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 190 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 266 (year 2038), Design Load: HS 20, Features Intersected: CARRINGTON CREEK, Facility Carried by Structure: COUNTY ROAD 57
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.813, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 8.1m (26.6ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $710,000, Roadway Improvement Cost: $416,000, Total Project Cost: $1,126,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333471, Location: 2.9 MI EAST OF N HORNELL (Lat: 42.365381, Lng: -77.607997), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,134 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,182 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.098, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $330,000, Total Project Cost: $893,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 333471, Location: 2.9 MI EAST OF N HORNELL (Lat: 42.365381, Lng: -77.607997), Route carried "on" structure: County highway , Year Built: 1993, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 1,134 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,182 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.098, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.6m (34.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Satisfactory, Operating Rating: 89.8 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: 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: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $563,000, Roadway Improvement Cost: $330,000, Total Project Cost: $893,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 333472, Location: 2.5 MILES NE OF HORNELL (Lat: 42.368092, Lng: -77.644189), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1993, Status: Posted for load-capacity, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 2,058 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,146 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK ROAD, BIG CREE, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.6 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: 19.1 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $2,026,000, Roadway Improvement Cost: $1,186,000, Total Project Cost: $3,212,000 ( 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: 333472, Location: 2.5 MILES NE OF HORNELL (Lat: 42.368092, Lng: -77.644189), Route carried "on" structure: County highway , Year Built: 1936, Year Reconstructed: 1993, Status: Posted for load-capacity, Structure Length: 9.11m (29.89ft), Average Daily Traffic: 2,058 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 2,146 (year 2040), Design Load: HS 20, Features Intersected: BIG CREEK ROAD, BIG CREE, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.800, Lanes on structure: 2, Lanes under structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.2m (72.8ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 24.6 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: 19.1 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.11m (29.89ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $2,026,000, Roadway Improvement Cost: $1,186,000, Total Project Cost: $3,212,000 ( 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: 102948, Location: 2.0 MI E JCT RTS 17 + 21 (Lat: 42.371633, Lng: -77.627656), Route carried "under" structure: Interstate 86, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 11,984 (year 1969), Features Intersected: 86I 17 64044070, RTE I86, Facility Carried by Structure: County Road 57
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 11.263, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
Structure Number: 102948, Location: 2.0 MI E JCT RTS 17 + 21 (Lat: 42.371633, Lng: -77.627656), Route carried "under" structure: Interstate 86, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 11,984 (year 1969), Features Intersected: 86I 17 64044070, RTE I86, Facility Carried by Structure: County Road 57
Minimum Vertical Clearance: 5.77m (18.93ft), Kilometerpoint: 11.263, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.7m (113.8ft)
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Structure Number: 106016, Location: JCT RTS 17 + 36 (Lat: 42.378892, Lng: -77.654183), Route carried "under" structure: Interstate 86, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 44,788 (year 1999), Features Intersected: 86I 17 64044055, RTE I86, Facility Carried by Structure: RTE 21
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 8.914, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 106016, Location: JCT RTS 17 + 36 (Lat: 42.378892, Lng: -77.654183), Route carried "under" structure: Interstate 86, Year Built: 1970, Structure Length: 0. m, Average Daily Traffic: 44,788 (year 1999), Features Intersected: 86I 17 64044055, RTE I86, Facility Carried by Structure: RTE 21
Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 8.914, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
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Structure Number: 333302, Location: 2.4 MILES NE OF HORNELL (Lat: 42.366225, Lng: -77.645806), Route carried "under" structure: County highway , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 80 (year 2021), Features Intersected: BIG CREEK RD, BIG CREEK, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.2m (59.7ft)
Structure Number: 333302, Location: 2.4 MILES NE OF HORNELL (Lat: 42.366225, Lng: -77.645806), Route carried "under" structure: County highway , Year Built: 1936, Structure Length: 0. m, Average Daily Traffic: 80 (year 2021), Features Intersected: BIG CREEK RD, BIG CREEK, Facility Carried by Structure: COUNTY ROAD 70A
Minimum Vertical Clearance: 10.67m (35.01ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 18.2m (59.7ft)