Bridge Statistics for Big Flats Airport, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 17Number of bridges
- 121ft / 36.5mTotal length
- $25,791,000Total costs
- 113,252Total average daily traffic
- 10,117Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Big Flats Airport
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- 31990-1999
- 42000-2009
- 22010-2019
- Bridge Condition - Deck
- 25.0%Very good
- 33.3%Good
- 25.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Superstructure
- 41.7%Very good
- 16.7%Good
- 25.0%Satisfactory
- 8.3%Fair
- 8.3%Poor
- Bridge Condition - Substructure
- 8.3%Excellent
- 33.3%Very good
- 16.7%Good
- 16.7%Satisfactory
- 25.0%Fair
- Bridge Condition - Channel
- 12.5%Very good
- 37.5%Good
- 12.5%Satisfactory
- 37.5%Fair
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Structure Number: 1012781, Location: 4.3 MI NE JCT RTE 17 + CL (Lat: 42.155128, Lng: -76.885572), Route carried "on" structure: Interstate 86, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 15,552 (year 2008), Truck Traffic: 17%, Design Load: HS 20+Mod, Features Intersected: SING SING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,389,000, Roadway Improvement Cost: $814,000, Total Project Cost: $2,203,000 ( 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: 1012781, Location: 4.3 MI NE JCT RTE 17 + CL (Lat: 42.155128, Lng: -76.885572), Route carried "on" structure: Interstate 86, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 15,552 (year 2008), Truck Traffic: 17%, Design Load: HS 20+Mod, Features Intersected: SING SING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,389,000, Roadway Improvement Cost: $814,000, Total Project Cost: $2,203,000 ( 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: 1012782, Location: 4.3 MI NE JCT RTE 17 + CL (Lat: 42.154931, Lng: -76.885739), Route carried "on" structure: Interstate 86, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 13,653 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 20,958 (year 2040), Design Load: HS 20+Mod, Features Intersected: SING SING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $801,000, Total Project Cost: $2,170,000 ( 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: 1012782, Location: 4.3 MI NE JCT RTE 17 + CL (Lat: 42.154931, Lng: -76.885739), Route carried "on" structure: Interstate 86, Year Built: 1956, Year Reconstructed: 1994, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 13,653 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 20,958 (year 2040), Design Load: HS 20+Mod, Features Intersected: SING SING CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.693, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 20.4m (66.9ft), Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 12.5m (41.0ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 92.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $1,368,000, Roadway Improvement Cost: $801,000, Total Project Cost: $2,170,000 ( 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: 105461, Location: EXIT 51 OF SR 17 @ CR 35 (Lat: 42.156708, Lng: -76.877567), Route carried "on" structure: Bypass County highway , Year Built: 1969, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 16,413 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 19,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: 86I 17 62051048, RTE I86, Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,652,000, Roadway Improvement Cost: $2,139,000, Total Project Cost: $5,791,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105461, Location: EXIT 51 OF SR 17 @ CR 35 (Lat: 42.156708, Lng: -76.877567), Route carried "on" structure: Bypass County highway , Year Built: 1969, Status: Open, Structure Length: 5.67m (18.60ft), Average Daily Traffic: 16,413 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 19,938 (year 2040), Design Load: HS 20+Mod, Features Intersected: 86I 17 62051048, RTE I86, Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 5, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.7m (90.9ft), Curb-To-Curb Width: 21.7m (71.2ft), Out-to-Out Width: 22.6m (74.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.66m (18.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $3,652,000, Roadway Improvement Cost: $2,139,000, Total Project Cost: $5,791,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1078271, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149906, Lng: -76.909569), Route carried "on" structure: Interstate 86, Year Built: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15,552 (year 2008), Truck Traffic: 17%, Design Load: HS 20+Mod, Features Intersected: CR 63 - KAHLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,640,000, Roadway Improvement Cost: $960,000, Total Project Cost: $2,600,000 ( 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: 1078271, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149906, Lng: -76.909569), Route carried "on" structure: Interstate 86, Year Built: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 15,552 (year 2008), Truck Traffic: 17%, Design Load: HS 20+Mod, Features Intersected: CR 63 - KAHLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 11.4m (37.4ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,640,000, Roadway Improvement Cost: $960,000, Total Project Cost: $2,600,000 ( 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: 1078272, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149744, Lng: -76.909569), Route carried "on" structure: Interstate 86, Year Built: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 13,653 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 20,958 (year 2040), Design Load: HS 20+Mod, Features Intersected: CR 63 - KAHLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,142,000, Roadway Improvement Cost: $1,254,000, Total Project Cost: $3,397,000 ( 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: 1078272, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149744, Lng: -76.909569), Route carried "on" structure: Interstate 86, Year Built: 2003, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 13,653 (year 2020), Truck Traffic: 15%, Average Future Daily Traffic: 20,958 (year 2040), Design Load: HS 20+Mod, Features Intersected: CR 63 - KAHLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 3, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 15.9m (52.2ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,142,000, Roadway Improvement Cost: $1,254,000, Total Project Cost: $3,397,000 ( 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: 333107, Location: 3.4 MI W OF HORSEHEADS (Lat: 42.176881, Lng: -76.886911), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,720 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,733 (year 2040), Design Load: HS 20, Features Intersected: SING SING CREEK, Facility Carried by Structure: CR17 SING SING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.498, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Fair, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $206,000, Total Project Cost: $558,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 333107, Location: 3.4 MI W OF HORSEHEADS (Lat: 42.176881, Lng: -76.886911), Route carried "on" structure: County highway , Year Built: 2012, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 4,720 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 5,733 (year 2040), Design Load: HS 20, Features Intersected: SING SING CREEK, Facility Carried by Structure: CR17 SING SING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.498, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.6m (38.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Excellent, Channel: Fair, Operating Rating: 80.8 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present 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: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $352,000, Roadway Improvement Cost: $206,000, Total Project Cost: $558,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 333108, Location: TOWN OF BIG FLATS (Lat: 42.160183, Lng: -76.923544), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,407 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: HS 20, Features Intersected: CUTHRIE RUN, Facility Carried by Structure: CR17 SING SING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.2 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: 65.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $453,000, Total Project Cost: $1,226,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333108, Location: TOWN OF BIG FLATS (Lat: 42.160183, Lng: -76.923544), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 1,407 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 1,740 (year 2040), Design Load: HS 20, Features Intersected: CUTHRIE RUN, Facility Carried by Structure: CR17 SING SING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.2 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: 65.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $773,000, Roadway Improvement Cost: $453,000, Total Project Cost: $1,226,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333132, Location: 3.0 MI W OF HORSEHEADS (Lat: 42.164778, Lng: -76.879872), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 76 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 106 (year 2036), Design Load: HL 93, Features Intersected: SING SING CREEK, Facility Carried by Structure: CR43 SCHWEIZER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.3 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: 53.5 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $305,000, Total Project Cost: $826,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333132, Location: 3.0 MI W OF HORSEHEADS (Lat: 42.164778, Lng: -76.879872), Route carried "on" structure: County highway , Year Built: 2010, Status: Open, Structure Length: 2.04m (6.69ft), Average Daily Traffic: 76 (year 2016), Truck Traffic: 10%, Average Future Daily Traffic: 106 (year 2036), Design Load: HL 93, Features Intersected: SING SING CREEK, Facility Carried by Structure: CR43 SCHWEIZER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), 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: 19.5m (64.0ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 11.4m (37.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 69.3 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: 53.5 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: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 2.04m (6.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $521,000, Roadway Improvement Cost: $305,000, Total Project Cost: $826,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 333146, Location: 2.7 MI E OF BIG FLATS (Lat: 42.149700, Lng: -76.889772), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 6,406 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,782 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: BIG FLATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,288,000, Roadway Improvement Cost: $1,926,000, Total Project Cost: $5,214,000 ( 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: 333146, Location: 2.7 MI E OF BIG FLATS (Lat: 42.149700, Lng: -76.889772), Route carried "on" structure: County highway , Year Built: 1994, Status: Open, Structure Length: 10.06m (33.01ft), Average Daily Traffic: 6,406 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 7,782 (year 2040), Design Load: HS 25 or greater, Features Intersected: NORFOLK SOUTHERN, Facility Carried by Structure: BIG FLATS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 2, Owner: Railroad, Maintenance Responsibility: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 57.6m (189.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.05m (32.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $3,288,000, Roadway Improvement Cost: $1,926,000, Total Project Cost: $5,214,000 ( 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: 333158, Location: 3.0 MI SW OF PINE VALLEY (Lat: 42.195739, Lng: -76.886392), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 32 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2036), Design Load: HS 20, Features Intersected: SING SING CREEK, Facility Carried by Structure: BEERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $215,000, Total Project Cost: $582,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333158, Location: 3.0 MI SW OF PINE VALLEY (Lat: 42.195739, Lng: -76.886392), Route carried "on" structure: Other road , Year Built: 1991, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 32 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 45 (year 2036), Design Load: HS 20, Features Intersected: SING SING CREEK, Facility Carried by Structure: BEERS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 5.9m (19.4ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Satisfactory, Channel: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $367,000, Roadway Improvement Cost: $215,000, Total Project Cost: $582,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 333159, Location: 1.6 mi NW of I-86/Kahler (Lat: 42.165619, Lng: -76.924067), Route carried "on" structure: Other road , Year Built: 1979, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 389 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUTHRIE RUN, Facility Carried by Structure: HIBBARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 32.1 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: 24.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $318,000, Total Project Cost: $860,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 333159, Location: 1.6 mi NW of I-86/Kahler (Lat: 42.165619, Lng: -76.924067), Route carried "on" structure: Other road , Year Built: 1979, Status: Posted for load, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 315 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 389 (year 2040), Design Load: HS 20+Mod, Features Intersected: CUTHRIE RUN, Facility Carried by Structure: HIBBARD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.628, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb-To-Curb Width: 7.1m (23.3ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Good, Channel: Very good, Operating Rating: 32.1 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: 24.6 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 12 months, Inspection Date: April 2021, Bridge Improvement Cost: $543,000, Roadway Improvement Cost: $318,000, Total Project Cost: $860,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 552469, Location: 1.0 MI NORTH OF RTE 17 (Lat: 42.170992, Lng: -76.881742), Route carried "on" structure: ServiceCounty highway , Year Built: 1998, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 10 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2029), Features Intersected: SING SING CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 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: 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $134,000, Total Project Cost: $364,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 552469, Location: 1.0 MI NORTH OF RTE 17 (Lat: 42.170992, Lng: -76.881742), Route carried "on" structure: ServiceCounty highway , Year Built: 1998, Status: Open, Structure Length: 1.58m (5.18ft), Average Daily Traffic: 10 (year 2009), Truck Traffic: 1%, Average Future Daily Traffic: 14 (year 2029), Features Intersected: SING SING CREEK, Facility Carried by Structure: AIRPORT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 4.0m (13.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.9m (16.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 39.9 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: 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: 1.58m (5.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2021, Bridge Improvement Cost: $229,000, Roadway Improvement Cost: $134,000, Total Project Cost: $364,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 105461, Location: EXIT 51 OF SR 17 @ CR 35 (Lat: 42.156708, Lng: -76.877567), Route carried "under" structure: Interstate 86, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,010 (year 1999), Features Intersected: 86I 17 62051048, RTE I86, Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 7.755, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
Structure Number: 105461, Location: EXIT 51 OF SR 17 @ CR 35 (Lat: 42.156708, Lng: -76.877567), Route carried "under" structure: Interstate 86, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 6,010 (year 1999), Features Intersected: 86I 17 62051048, RTE I86, Facility Carried by Structure: COUNTY ROAD 35
Minimum Vertical Clearance: 5.00m (16.40ft), Kilometerpoint: 7.755, Lanes on structure: 5, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.7m (90.9ft)
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Structure Number: 1078271, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149906, Lng: -76.909569), Route carried "under" structure: County highway , Year Built: 2003, Structure Length: 0. m, Features Intersected: CR 63 - KAHLER RD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
Structure Number: 1078271, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149906, Lng: -76.909569), Route carried "under" structure: County highway , Year Built: 2003, Structure Length: 0. m, Features Intersected: CR 63 - KAHLER RD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.88m (16.01ft), Kilometerpoint: 0.917, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.3m (106.0ft)
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Structure Number: 1078272, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149744, Lng: -76.909569), Route carried "under" structure: County highway , Year Built: 2003, Structure Length: 0. m, Features Intersected: CR 63 - KAHLER RD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.917, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
Structure Number: 1078272, Location: 1.7 MI W EXIT 51 OF I86 (Lat: 42.149744, Lng: -76.909569), Route carried "under" structure: County highway , Year Built: 2003, Structure Length: 0. m, Features Intersected: CR 63 - KAHLER RD, Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 4.85m (15.91ft), Kilometerpoint: 0.917, Lanes on structure: 3, Lanes under structure: 3, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft)
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Structure Number: 7036, Location: 1.6 MI W JCT LOSP & G RVR (Lat: 43.260028, Lng: -77.641683), Route carried "under" structure: Alternate State highway , Year Built: 1960, Structure Length: 0. m, Features Intersected: 947A947A43021211 WB, Lak, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 33.950, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 31.3m (102.7ft)
Structure Number: 7036, Location: 1.6 MI W JCT LOSP & G RVR (Lat: 43.260028, Lng: -77.641683), Route carried "under" structure: Alternate State highway , Year Built: 1960, Structure Length: 0. m, Features Intersected: 947A947A43021211 WB, Lak, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.60m (15.09ft), Kilometerpoint: 33.950, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 31.3m (102.7ft)
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Structure Number: 7037, Location: 2 MI N JCT RTS 110+495 (Lat: 40.852244, Lng: -73.411653), Route carried "under" structure: State highway 110, Year Built: 1909, Structure Length: 0. m, Average Daily Traffic: 19,453 (year 2002), Features Intersected: RTE 110, Facility Carried by Structure: LONG ISLAND
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 20.740, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.0m (68.9ft)
Structure Number: 7037, Location: 2 MI N JCT RTS 110+495 (Lat: 40.852244, Lng: -73.411653), Route carried "under" structure: State highway 110, Year Built: 1909, Structure Length: 0. m, Average Daily Traffic: 19,453 (year 2002), Features Intersected: RTE 110, Facility Carried by Structure: LONG ISLAND
Minimum Vertical Clearance: 4.32m (14.17ft), Kilometerpoint: 20.740, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 21.0m (68.9ft)