Bridge Statistics for Stafford, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 23Number of bridges
- 128ft / 39.1mTotal length
- $24,127,000Total costs
- 180,480Total average daily traffic
- 18,666Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Stafford
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 21930-1939
- 71950-1959
- 21960-1969
- 11970-1979
- 31980-1989
- 61990-1999
- 12010-2019
- Reconstructed bridges - Historical Statistics
- 21970-1979
- 01980-1989
- 11990-1999
- 12000-2009
- Bridge Condition - Deck
- 20.0%Very good
- 33.3%Good
- 26.7%Satisfactory
- 13.3%Fair
- 6.7%Poor
- Bridge Condition - Superstructure
- 26.7%Very good
- 26.7%Good
- 33.3%Satisfactory
- 13.3%Fair
- Bridge Condition - Substructure
- 26.7%Very good
- 33.3%Good
- 13.3%Satisfactory
- 13.3%Fair
- 13.3%Poor
- Bridge Condition - Channel
- 30.8%Very good
- 30.8%Good
- 23.1%Satisfactory
- 15.4%Fair
- Bridge Condition - Culverts
- 50.0%Satisfactory
- 50.0%Fair
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Structure Number: 100172, Location: 0.1M W.INSECT RTE 5 & 237 (Lat: 42.981828, Lng: -78.074778), Route carried "on" structure: State highway 5, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,878 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,914 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.1m (39.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $338,000, Total Project Cost: $916,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100172, Location: 0.1M W.INSECT RTE 5 & 237 (Lat: 42.981828, Lng: -78.074778), Route carried "on" structure: State highway 5, Year Built: 1987, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,878 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,914 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.534, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), 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: 12.1m (39.7ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $578,000, Roadway Improvement Cost: $338,000, Total Project Cost: $916,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102297, Location: .9 MI SW JCT SH 33 & I90 (Lat: 43.009981, Lng: -78.127531), Route carried "on" structure: State highway 33, Year Built: 1991, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,790 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,818 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.849, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,160,000, Roadway Improvement Cost: $680,000, Total Project Cost: $1,840,000 ( 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: 102297, Location: .9 MI SW JCT SH 33 & I90 (Lat: 43.009981, Lng: -78.127531), Route carried "on" structure: State highway 33, Year Built: 1991, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 4,790 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 5,818 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.849, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.9m (94.8ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.2m (46.6ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 53.8 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.13m (10.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,160,000, Roadway Improvement Cost: $680,000, Total Project Cost: $1,840,000 ( 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: 102298, Location: 5 MI ENE OF BATAVIA (Lat: 43.015600, Lng: -78.111881), Route carried "on" structure: State highway 33, Year Built: 1993, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,304 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,336 (year 2040), Design Load: HS 20, Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.281, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.79m (22.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,247,000, Roadway Improvement Cost: $1,316,000, Total Project Cost: $3,563,000 ( 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: 102298, Location: 5 MI ENE OF BATAVIA (Lat: 43.015600, Lng: -78.111881), Route carried "on" structure: State highway 33, Year Built: 1993, Status: Open, Structure Length: 6.80m (22.31ft), Average Daily Traffic: 5,304 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,336 (year 2040), Design Load: HS 20, Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 30.281, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 13.0m (42.7ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.79m (22.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $2,247,000, Roadway Improvement Cost: $1,316,000, Total Project Cost: $3,563,000 ( 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: 102299, Location: JCT RTE 33 + BLACK CK (Lat: 43.024419, Lng: -78.083197), Route carried "on" structure: State highway 33, Year Built: 1934, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,304 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,336 (year 2040), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: $426,000, Roadway Improvement Cost: $250,000, Total Project Cost: $676,000 ( Estimate for 2021)
Structure Number: 102299, Location: JCT RTE 33 + BLACK CK (Lat: 43.024419, Lng: -78.083197), Route carried "on" structure: State highway 33, Year Built: 1934, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 5,304 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 5,336 (year 2040), Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.824, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 14.8m (48.6ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.9 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: $426,000, Roadway Improvement Cost: $250,000, Total Project Cost: $676,000 ( Estimate for 2021)
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Structure Number: 104231, Location: 0.2 MI. N. JCT RTS 237&5 (Lat: 42.983978, Lng: -78.073511), Route carried "on" structure: State highway 237, Year Built: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,533 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,599 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $226,000, Total Project Cost: $612,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 104231, Location: 0.2 MI. N. JCT RTS 237&5 (Lat: 42.983978, Lng: -78.073511), Route carried "on" structure: State highway 237, Year Built: 1989, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 1,533 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,599 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.241, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.7m (54.8ft), Curb-To-Curb Width: 10.5m (34.4ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: 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: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $386,000, Roadway Improvement Cost: $226,000, Total Project Cost: $612,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 104233, Location: 1.5 MI N JCT RTS 237 & 5 (Lat: 43.003742, Lng: -78.072767), Route carried "on" structure: State highway 237, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,533 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,599 (year 2040), Design Load: HS 25 or greater, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 9.7m (31.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $116,000, Total Project Cost: $314,000 ( Estimate for 2021)
Structure Number: 104233, Location: 1.5 MI N JCT RTS 237 & 5 (Lat: 43.003742, Lng: -78.072767), Route carried "on" structure: State highway 237, Year Built: 1994, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,533 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,599 (year 2040), Design Load: HS 25 or greater, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.494, Lanes on structure: 2, Base Highway Network: Yes, Owner: State 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: 9.7m (31.8ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $116,000, Total Project Cost: $314,000 ( Estimate for 2021)
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Structure Number: 104234, Location: JCT RTS 237 & NYS THRUWAY (Lat: 43.022572, Lng: -78.065894), Route carried "on" structure: State highway 237, Year Built: 1993, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 1,533 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,599 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.763, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 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: 41.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,301,000, Roadway Improvement Cost: $1,348,000, Total Project Cost: $3,649,000 ( 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: 104234, Location: JCT RTS 237 & NYS THRUWAY (Lat: 43.022572, Lng: -78.065894), Route carried "on" structure: State highway 237, Year Built: 1993, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 1,533 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 1,599 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.763, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 10.7m (35.1ft), Skew: 2 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.4m (149.0ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.1 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: 41.8 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $2,301,000, Roadway Improvement Cost: $1,348,000, Total Project Cost: $3,649,000 ( 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: 33159, Location: 1.1 MI S OF STAFFORD (Lat: 42.967894, Lng: -78.080503), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 324 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 454 (year 2037), Features Intersected: BLACK CREEK, Facility Carried by Structure: CLIPNOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 59.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $611,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 33159, Location: 1.1 MI S OF STAFFORD (Lat: 42.967894, Lng: -78.080503), Route carried "on" structure: County highway , Year Built: 1934, Year Reconstructed: 1999, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 324 (year 2017), Truck Traffic: 18%, Average Future Daily Traffic: 454 (year 2037), Features Intersected: BLACK CREEK, Facility Carried by Structure: CLIPNOCK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.717, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 59.0 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, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $385,000, Roadway Improvement Cost: $225,000, Total Project Cost: $611,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 331591, Location: 1.1 MI S OF SOUTH BYRON (Lat: 43.034217, Lng: -78.075667), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 305 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 427 (year 2038), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: GRISWOLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.298, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $427,000, Roadway Improvement Cost: $250,000, Total Project Cost: $677,000 ( 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: 331591, Location: 1.1 MI S OF SOUTH BYRON (Lat: 43.034217, Lng: -78.075667), Route carried "on" structure: City street , Year Built: 2013, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 305 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 427 (year 2038), Design Load: HL 93, Features Intersected: BLACK CREEK, Facility Carried by Structure: GRISWOLD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.298, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.3m (60.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.92m (6.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $427,000, Roadway Improvement Cost: $250,000, Total Project Cost: $677,000 ( 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: 331593, Location: 1.1 MI NORTH OF STAFFORD (Lat: 42.997444, Lng: -78.072211), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 143 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 200 (year 2037), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: PRENTICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: June 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $186,000, Total Project Cost: $505,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331593, Location: 1.1 MI NORTH OF STAFFORD (Lat: 42.997444, Lng: -78.072211), Route carried "on" structure: Other road , Year Built: 1967, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 143 (year 2017), Truck Traffic: 15%, Average Future Daily Traffic: 200 (year 2037), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: PRENTICE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.8m (51.8ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than 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: June 2021, Bridge Improvement Cost: $318,000, Roadway Improvement Cost: $186,000, Total Project Cost: $505,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331594, Location: 0.1 MI NE OF MORGANVILLE (Lat: 43.004347, Lng: -78.073789), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 238 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: E MORGANVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $172,000, Total Project Cost: $465,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331594, Location: 0.1 MI NE OF MORGANVILLE (Lat: 43.004347, Lng: -78.073789), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 170 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 238 (year 2038), Design Load: HS 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: E MORGANVILLE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: 7.6m (24.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.8m (32.2ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 33.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 19.8 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: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $293,000, Roadway Improvement Cost: $172,000, Total Project Cost: $465,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331595, Location: 1.3 MI SOUTH OF STAFFORD (Lat: 42.963528, Lng: -78.081969), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 108 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 151 (year 2037), Design Load: H 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: SWEETLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, 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: 12.1m (39.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $161,000, Total Project Cost: $436,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 331595, Location: 1.3 MI SOUTH OF STAFFORD (Lat: 42.963528, Lng: -78.081969), Route carried "on" structure: Other road , Year Built: 1962, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 108 (year 2017), Truck Traffic: 5%, Average Future Daily Traffic: 151 (year 2037), Design Load: H 20, Features Intersected: BLACK CREEK, Facility Carried by Structure: SWEETLAND ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, 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: 12.1m (39.7ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $275,000, Roadway Improvement Cost: $161,000, Total Project Cost: $436,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 331602, Location: 2.7 MI NE OF EAST BETHANY (Lat: 42.942108, Lng: -78.051844), Route carried "on" structure: Other road , Year Built: 1954, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 420 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 588 (year 2037), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: ROANOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $167,000, Total Project Cost: $453,000 ( Estimate for 2021)
Structure Number: 331602, Location: 2.7 MI NE OF EAST BETHANY (Lat: 42.942108, Lng: -78.051844), Route carried "on" structure: Other road , Year Built: 1954, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 420 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 588 (year 2037), Design Load: H 20, Features Intersected: WHITE CREEK, Facility Carried by Structure: ROANOKE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 10.5m (34.4ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 74.1 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $286,000, Roadway Improvement Cost: $167,000, Total Project Cost: $453,000 ( Estimate for 2021)
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Structure Number: 331603, Location: 3.1 MI NE E.BETHANY (Lat: 42.944106, Lng: -78.040325), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 147 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 206 (year 2040), Design Load: HS 20, Features Intersected: OATKA CREEK, Facility Carried by Structure: COVELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.509, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $434,000, Total Project Cost: $1,174,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 331603, Location: 3.1 MI NE E.BETHANY (Lat: 42.944106, Lng: -78.040325), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 147 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 206 (year 2040), Design Load: HS 20, Features Intersected: OATKA CREEK, Facility Carried by Structure: COVELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.509, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.4m (34.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $740,000, Roadway Improvement Cost: $434,000, Total Project Cost: $1,174,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551689, Location: 0.8 MI NE JCT RTE 33&I90 (Lat: 43.021467, Lng: -78.128267), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 27,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 33,532 (year 2040), Design Load: HS 20+Mod, Features Intersected: BATAVIA BYRON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.093, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,355,000, Roadway Improvement Cost: $1,379,000, Total Project Cost: $3,733,000 ( Estimate for 2021)
Structure Number: 551689, Location: 0.8 MI NE JCT RTE 33&I90 (Lat: 43.021467, Lng: -78.128267), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 2000, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 27,338 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 33,532 (year 2040), Design Load: HS 20+Mod, Features Intersected: BATAVIA BYRON RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.093, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 24.4m (80.1ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 41.1m (134.8ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,355,000, Roadway Improvement Cost: $1,379,000, Total Project Cost: $3,733,000 ( Estimate for 2021)
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Structure Number: 5516911, Location: JCT RTE I90 & BLACK CREEK (Lat: 43.018556, Lng: -78.080869), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 18,909 (year 2014), Truck Traffic: 18%, Average Future Daily Traffic: 26,472 (year 2034), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 618.837, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,483,000, Roadway Improvement Cost: $868,000, Total Project Cost: $2,351,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5516911, Location: JCT RTE I90 & BLACK CREEK (Lat: 43.018556, Lng: -78.080869), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 18,909 (year 2014), Truck Traffic: 18%, Average Future Daily Traffic: 26,472 (year 2034), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 618.837, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 33.7 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,483,000, Roadway Improvement Cost: $868,000, Total Project Cost: $2,351,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 5516912, Location: JCT RTE I90 & BLACK CREEK (Lat: 43.018089, Lng: -78.080978), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 13,669 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 16,766 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.244, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 58.1 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,357,000, Roadway Improvement Cost: $795,000, Total Project Cost: $2,152,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 5516912, Location: JCT RTE I90 & BLACK CREEK (Lat: 43.018089, Lng: -78.080978), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1976, Status: Open, Structure Length: 1.62m (5.31ft), Average Daily Traffic: 13,669 (year 2020), Truck Traffic: 31%, Average Future Daily Traffic: 16,766 (year 2040), Design Load: HS 20, Features Intersected: BLACK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.244, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 14.6m (47.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.6m (47.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, Channel: Very good, Operating Rating: 58.1 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: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.61m (5.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,357,000, Roadway Improvement Cost: $795,000, Total Project Cost: $2,152,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 102298, Location: 5 MI ENE OF BATAVIA (Lat: 43.015600, Lng: -78.111881), Route carried "under" structure: Interstate 90, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 1991), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: RTE 33
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 621.460, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
Structure Number: 102298, Location: 5 MI ENE OF BATAVIA (Lat: 43.015600, Lng: -78.111881), Route carried "under" structure: Interstate 90, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 1991), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: RTE 33
Minimum Vertical Clearance: 4.70m (15.42ft), Kilometerpoint: 621.460, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 34.1m (111.9ft)
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Structure Number: 104234, Location: JCT RTS 237 & NYS THRUWAY (Lat: 43.022572, Lng: -78.065894), Route carried "under" structure: Interstate 90, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 1991), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: RTE 237
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 617.502, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
Structure Number: 104234, Location: JCT RTS 237 & NYS THRUWAY (Lat: 43.022572, Lng: -78.065894), Route carried "under" structure: Interstate 90, Year Built: 1993, Structure Length: 0. m, Average Daily Traffic: 27,500 (year 1991), Features Intersected: 90IX, RTE I90, Facility Carried by Structure: RTE 237
Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 617.502, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 45.4m (149.0ft)
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Structure Number: 551689, Location: 0.8 MI NE JCT RTE 33&I90 (Lat: 43.021467, Lng: -78.128267), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Features Intersected: BATAVIA BYRON RD, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.126, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 10.1m (33.1ft)
Structure Number: 551689, Location: 0.8 MI NE JCT RTE 33&I90 (Lat: 43.021467, Lng: -78.128267), Route carried "under" structure: County highway , Year Built: 1954, Structure Length: 0. m, Features Intersected: BATAVIA BYRON RD, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 1.126, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Concrete, Design/Construction: Frame, Length of Maximum Span: 10.1m (33.1ft)
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Structure Number: 770718, Location: 0.4 MI NW JCT RT I90 & 33 (Lat: 43.018381, Lng: -78.118767), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 37,767 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 622.120, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 770718, Location: 0.4 MI NW JCT RT I90 & 33 (Lat: 43.018381, Lng: -78.118767), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 37,767 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 622.120, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 770718, Location: 0.4 MI NW JCT RT I90 & 33 (Lat: 43.018381, Lng: -78.118767), Route carried "under" structure: Interstate , Year Built: 1954, Structure Length: 0. m, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 622.120, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
Structure Number: 770718, Location: 0.4 MI NW JCT RT I90 & 33 (Lat: 43.018381, Lng: -78.118767), Route carried "under" structure: Interstate , Year Built: 1954, Structure Length: 0. m, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: CSX Railroad
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 622.120, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft)
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Structure Number: 770721, Location: 2.0 MI SW SOUTH BYRON (Lat: 43.034725, Lng: -78.100319), Route carried "under" structure: Other road , Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 305 (year 2018), Truck Traffic: 5%, Features Intersected: GRISWOLD ROAD, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.03m (13.22ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.3m (46.9ft)
Structure Number: 770721, Location: 2.0 MI SW SOUTH BYRON (Lat: 43.034725, Lng: -78.100319), Route carried "under" structure: Other road , Year Built: 1902, Structure Length: 0. m, Average Daily Traffic: 305 (year 2018), Truck Traffic: 5%, Features Intersected: GRISWOLD ROAD, Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.03m (13.22ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 14.3m (46.9ft)