Bridge Statistics for Brighton, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 103Number of bridges
- 1,280ft / 390mTotal length
- $264,855,000Total costs
- 2,832,132Total average daily traffic
- 56,052Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Brighton
- No street view available for this location
- New bridges - historical statistics
- 2Before 1900
- 21900-1909
- 31920-1929
- 21930-1939
- 11950-1959
- 271960-1969
- 51970-1979
- 381980-1989
- 131990-1999
- 72000-2009
- 32010-2019
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 61980-1989
- 21990-1999
- 02000-2009
- 22010-2019
- Bridge Condition - Deck
- 6.0%Excellent
- 22.0%Very good
- 28.0%Good
- 22.0%Satisfactory
- 18.0%Fair
- 4.0%Poor
- Bridge Condition - Superstructure
- 5.6%Excellent
- 22.2%Very good
- 40.7%Good
- 25.9%Satisfactory
- 3.7%Fair
- 1.9%Poor
- Bridge Condition - Substructure
- 3.7%Excellent
- 11.1%Very good
- 31.5%Good
- 37.0%Satisfactory
- 11.1%Fair
- 5.6%Poor
- Bridge Condition - Channel
- 9.4%Excellent
- 28.1%Very good
- 15.6%Good
- 37.5%Satisfactory
- 9.4%Fair
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Structure Number: 102165, Location: 0.8MI SE JCT RTS31+47 (Lat: 43.117233, Lng: -77.554425), Route carried "on" structure: State highway 31, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 9,617 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 11,682 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.091, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 62.6 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $687,000, Total Project Cost: $1,859,000 ( Estimate for 2021)
Structure Number: 102165, Location: 0.8MI SE JCT RTS31+47 (Lat: 43.117233, Lng: -77.554425), Route carried "on" structure: State highway 31, Year Built: 1964, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 9,617 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 11,682 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.091, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.7m (58.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.9m (16.1ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.7m (58.1ft), Out-to-Out Width: 27.8m (91.2ft)
Condition: Superstructure: Good, Substructure: Good, Channel: Satisfactory, Inventory Rating: 62.6 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,172,000, Roadway Improvement Cost: $687,000, Total Project Cost: $1,859,000 ( Estimate for 2021)
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Structure Number: 1021661, Location: 1.0MI SE JCT 31+47 SB ROL (Lat: 43.114842, Lng: -77.552094), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 42,181 (year 2014), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: 31 31 43033019, RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 34.7 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: 26.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.22m (26.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,681,000, Roadway Improvement Cost: $2,156,000, Total Project Cost: $5,837,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1021661, Location: 1.0MI SE JCT 31+47 SB ROL (Lat: 43.114842, Lng: -77.552094), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 8.23m (27.00ft), Average Daily Traffic: 42,181 (year 2014), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: 31 31 43033019, RTE 31
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.1m (75.8ft), Curb-To-Curb Width: 18.1m (59.4ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Operating Rating: 34.7 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: 26.6 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.22m (26.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,681,000, Roadway Improvement Cost: $2,156,000, Total Project Cost: $5,837,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1021662, Location: 1.0MI SE JCT 31+47 NB ROL (Lat: 43.114575, Lng: -77.551844), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 26,329 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 36,615 (year 2040), Design Load: HS 20, Features Intersected: 31 31 43033019 WB, RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 8.13m (26.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,118,000, Roadway Improvement Cost: $1,826,000, Total Project Cost: $4,944,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1021662, Location: 1.0MI SE JCT 31+47 NB ROL (Lat: 43.114575, Lng: -77.551844), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 26,329 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 36,615 (year 2040), Design Load: HS 20, Features Intersected: 31 31 43033019 WB, RTE 3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.425, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.5m (73.8ft), Curb-To-Curb Width: 15.5m (50.9ft), Out-to-Out Width: 16.5m (54.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Poor, 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: 25.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Meets minimum limits, 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: 8.13m (26.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $3,118,000, Roadway Improvement Cost: $1,826,000, Total Project Cost: $4,944,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102593, Location: 0.1MI E JCT ROL+WINTON RD (Lat: 43.107519, Lng: -77.574278), Route carried "on" structure: Interstate 590, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 51,847 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 72,103 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $729,000, Total Project Cost: $1,974,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102593, Location: 0.1MI E JCT ROL+WINTON RD (Lat: 43.107519, Lng: -77.574278), Route carried "on" structure: Interstate 590, Year Built: 1966, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 51,847 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 72,103 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.204, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Fair, Culverts: Satisfactory, Inventory Rating: 74.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,245,000, Roadway Improvement Cost: $729,000, Total Project Cost: $1,974,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102594, Location: 0.7MI E JCT ROL+S WINTON (Lat: 43.108389, Lng: -77.561697), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 4,262 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,273 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011021 SB, RTE, Facility Carried by Structure: EDGEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.510, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,515,000, Roadway Improvement Cost: $1,473,000, Total Project Cost: $3,987,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 102594, Location: 0.7MI E JCT ROL+S WINTON (Lat: 43.108389, Lng: -77.561697), Route carried "on" structure: County highway , Year Built: 1966, Status: Open, Structure Length: 6.61m (21.69ft), Average Daily Traffic: 4,262 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 5,273 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011021 SB, RTE, Facility Carried by Structure: EDGEWOOD AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.510, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 0.0m, Curb-To-Curb Width: 11.1m (36.4ft), Out-to-Out Width: 14.1m (46.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 44.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 34.3 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: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.61m (21.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $2,515,000, Roadway Improvement Cost: $1,473,000, Total Project Cost: $3,987,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1025951, Location: 1.4MINE JCT ROL+S WINTON (Lat: 43.116561, Lng: -77.551983), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 42,181 (year 2014), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: ALLENS CK RD-CR60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,872,000, Roadway Improvement Cost: $1,096,000, Total Project Cost: $2,968,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1025951, Location: 1.4MINE JCT ROL+S WINTON (Lat: 43.116561, Lng: -77.551983), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 42,181 (year 2014), Truck Traffic: 4%, Design Load: HS 20, Features Intersected: ALLENS CK RD-CR60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.827, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,872,000, Roadway Improvement Cost: $1,096,000, Total Project Cost: $2,968,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1025952, Location: 1.4MINE JCT ROL+S WINTON (Lat: 43.116575, Lng: -77.551694), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,329 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 36,615 (year 2040), Design Load: HS 20, Features Intersected: ALLENS CK RD-CR60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,872,000, Roadway Improvement Cost: $1,096,000, Total Project Cost: $2,968,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 1025952, Location: 1.4MINE JCT ROL+S WINTON (Lat: 43.116575, Lng: -77.551694), Route carried "on" structure: Interstate 590, Year Built: 1966, Year Reconstructed: 1987, Status: Open, Structure Length: 3.54m (11.61ft), Average Daily Traffic: 26,329 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 36,615 (year 2040), Design Load: HS 20, Features Intersected: ALLENS CK RD-CR60
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.650, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 18.3m (60.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 18.3m (60.0ft), Out-to-Out Width: 19.1m (62.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.53m (11.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,872,000, Roadway Improvement Cost: $1,096,000, Total Project Cost: $2,968,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 102596, Location: 1.5MINE JCT ROL+S WINTON (Lat: 43.118181, Lng: -77.552408), Route carried "on" structure: Interstate 590, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 52,658 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 73,231 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.859, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,553,000, Roadway Improvement Cost: $909,000, Total Project Cost: $2,462,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 102596, Location: 1.5MINE JCT ROL+S WINTON (Lat: 43.118181, Lng: -77.552408), Route carried "on" structure: Interstate 590, Year Built: 1964, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 52,658 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 73,231 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLENS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.859, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.5m (14.8ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2020, Bridge Improvement Cost: $1,553,000, Roadway Improvement Cost: $909,000, Total Project Cost: $2,462,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102597, Location: JCT ROL&RTE 47 BRIGHTON (Lat: 43.126792, Lng: -77.553503), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,326 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,355 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011037 Northbo, Facility Carried by Structure: ELMWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,498,000, Roadway Improvement Cost: $1,463,000, Total Project Cost: $3,961,000 ( 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: 102597, Location: JCT ROL&RTE 47 BRIGHTON (Lat: 43.126792, Lng: -77.553503), Route carried "on" structure: County highway , Year Built: 1987, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 6,326 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 6,355 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011037 Northbo, Facility Carried by Structure: ELMWOOD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.103, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.9m (94.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.3m (60.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.97m (19.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,498,000, Roadway Improvement Cost: $1,463,000, Total Project Cost: $3,961,000 ( 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: 1026041, Location: JCT ROL SB+BLOSSOM RD (Lat: 43.149272, Lng: -77.540147), Route carried "on" structure: State highway 590, Year Built: 1960, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 46,713 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 48,726 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 941V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $1,018,000, Total Project Cost: $2,757,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1026041, Location: JCT ROL SB+BLOSSOM RD (Lat: 43.149272, Lng: -77.540147), Route carried "on" structure: State highway 590, Year Built: 1960, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 46,713 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 48,726 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 941V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $1,018,000, Total Project Cost: $2,757,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1026042, Location: JCT ROL SB&BLOSSOM RD (Lat: 43.149267, Lng: -77.539808), Route carried "on" structure: State highway 590, Year Built: 1960, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 46,713 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 48,726 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 941V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 64.4 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $1,018,000, Total Project Cost: $2,757,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1026042, Location: JCT ROL SB&BLOSSOM RD (Lat: 43.149267, Lng: -77.539808), Route carried "on" structure: State highway 590, Year Built: 1960, Status: Open, Structure Length: 5.24m (17.19ft), Average Daily Traffic: 46,713 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 48,726 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 941V
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.014, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.0m (95.1ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 64.4 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: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 5.24m (17.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $1,739,000, Roadway Improvement Cost: $1,018,000, Total Project Cost: $2,757,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 1026059, Location: JCT ROL + RTE 286 (Lat: 43.157383, Lng: -77.538950), Route carried "on" structure: State highway 590, Year Built: 1960, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 93,426 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 97,452 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 286
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,864,000, Roadway Improvement Cost: $2,263,000, Total Project Cost: $6,127,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1026059, Location: JCT ROL + RTE 286 (Lat: 43.157383, Lng: -77.538950), Route carried "on" structure: State highway 590, Year Built: 1960, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 93,426 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 97,452 (year 2040), Design Load: HS 20+Mod, Features Intersected: RTE 286
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.947, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 36.0m (118.1ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 32.5m (106.6ft), Out-to-Out Width: 34.5m (113.2ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 52.6 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $3,864,000, Roadway Improvement Cost: $2,263,000, Total Project Cost: $6,127,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 102897, Location: JCT RTE65 + NYS THRUWAY (Lat: 43.046219, Lng: -77.569069), Route carried "on" structure: State highway 65, Year Built: 2000, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 4,640 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,636 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.598, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,234,000, Roadway Improvement Cost: $1,308,000, Total Project Cost: $3,542,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 102897, Location: JCT RTE65 + NYS THRUWAY (Lat: 43.046219, Lng: -77.569069), Route carried "on" structure: State highway 65, Year Built: 2000, Status: Open, Structure Length: 6.58m (21.59ft), Average Daily Traffic: 4,640 (year 2018), Truck Traffic: 5%, Average Future Daily Traffic: 5,636 (year 2040), Design Load: HS 25 or greater, Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 12.598, Lanes on structure: 2, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 13.1m (43.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.58m (21.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,234,000, Roadway Improvement Cost: $1,308,000, Total Project Cost: $3,542,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 102898, Location: 0.2MI N JCT RTS 65 + 252 (Lat: 43.089561, Lng: -77.543439), Route carried "on" structure: State highway 65, Year Built: 1961, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 18,861 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 22,912 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX TRANS/W SHORE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.021, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,018,000, Roadway Improvement Cost: $1,182,000, Total Project Cost: $3,200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
Structure Number: 102898, Location: 0.2MI N JCT RTS 65 + 252 (Lat: 43.089561, Lng: -77.543439), Route carried "on" structure: State highway 65, Year Built: 1961, Status: Open, Structure Length: 4.51m (14.80ft), Average Daily Traffic: 18,861 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 22,912 (year 2040), Design Load: HS 20+Mod, Features Intersected: CSX TRANS/W SHORE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.021, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.3m (46.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.7m (61.4ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 4.51m (14.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,018,000, Roadway Improvement Cost: $1,182,000, Total Project Cost: $3,200,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 1029, Location: .5 MILE N JCT SH65 & SH31 (Lat: 43.118497, Lng: -77.548117), Route carried "on" structure: State highway 65, Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,894 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,292 (year 2040), Design Load: HS 25 or greater, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021)
Structure Number: 1029, Location: .5 MILE N JCT SH65 & SH31 (Lat: 43.118497, Lng: -77.548117), Route carried "on" structure: State highway 65, Year Built: 2005, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 5,894 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 7,292 (year 2040), Design Load: HS 25 or greater, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 2, Base Highway Network: Yes, Owner: County Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.3m (37.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $473,000, Roadway Improvement Cost: $277,000, Total Project Cost: $749,000 ( Estimate for 2021)
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Structure Number: 103522, Location: 1.0MI SE JCT RTS 96 + 441 (Lat: 43.127039, Lng: -77.527878), Route carried "on" structure: State highway 96, Year Built: 1932, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,517 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 15,205 (year 2040), Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $519,000, Total Project Cost: $1,404,000 ( Estimate for 2021)
Structure Number: 103522, Location: 1.0MI SE JCT RTS 96 + 441 (Lat: 43.127039, Lng: -77.527878), Route carried "on" structure: State highway 96, Year Built: 1932, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 12,517 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 15,205 (year 2040), Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.644, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 21.0m (68.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 25.0 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $886,000, Roadway Improvement Cost: $519,000, Total Project Cost: $1,404,000 ( Estimate for 2021)
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Structure Number: 1044511, Location: 0.6 MI E JCT RTS 286 & 47 (Lat: 43.157544, Lng: -77.527200), Route carried "on" structure: State highway 286, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,412 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,359 (year 2040), Design Load: HS 20+Mod, Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $754,000, Total Project Cost: $2,041,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1044511, Location: 0.6 MI E JCT RTS 286 & 47 (Lat: 43.157544, Lng: -77.527200), Route carried "on" structure: State highway 286, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,412 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,359 (year 2040), Design Load: HS 20+Mod, Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.3m (40.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,287,000, Roadway Improvement Cost: $754,000, Total Project Cost: $2,041,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1044512, Location: 0.6 MI E JCT RTS 286 & 47 (Lat: 43.157408, Lng: -77.527175), Route carried "on" structure: State highway 286, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,412 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,359 (year 2040), Design Load: HS 20+Mod, Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,342,000, Roadway Improvement Cost: $786,000, Total Project Cost: $2,129,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 1044512, Location: 0.6 MI E JCT RTS 286 & 47 (Lat: 43.157408, Lng: -77.527175), Route carried "on" structure: State highway 286, Year Built: 1965, Year Reconstructed: 1994, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 4,412 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 5,359 (year 2040), Design Load: HS 20+Mod, Features Intersected: IRONDEQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.126, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 12.5m (41.0ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 86.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,342,000, Roadway Improvement Cost: $786,000, Total Project Cost: $2,129,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1048519, Location: JCT RTES 490I & CO.RTE269 (Lat: 43.137628, Lng: -77.535714), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 10,141 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,547 (year 2040), Design Load: HS 20, Features Intersected: 490I490I43023006 WB, RTE, Facility Carried by Structure: PENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.98m (26.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,641,000, Roadway Improvement Cost: $2,718,000, Total Project Cost: $7,358,000 ( 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: 1048519, Location: JCT RTES 490I & CO.RTE269 (Lat: 43.137628, Lng: -77.535714), Route carried "on" structure: County highway , Year Built: 1989, Status: Open, Structure Length: 7.99m (26.21ft), Average Daily Traffic: 10,141 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 12,547 (year 2040), Design Load: HS 20, Features Intersected: 490I490I43023006 WB, RTE, Facility Carried by Structure: PENFIELD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.274, Lanes on structure: 5, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 41.7m (136.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.2m (76.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.98m (26.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $4,641,000, Roadway Improvement Cost: $2,718,000, Total Project Cost: $7,358,000 ( 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: 104886, Location: 0.2MI W JCT 490I & RTE 65 (Lat: 43.139503, Lng: -77.539717), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 463 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 648 (year 2037), Design Load: HS 20, Features Intersected: 490I490I43023004, RTE I4, Facility Carried by Structure: CLOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,475,000, Roadway Improvement Cost: $864,000, Total Project Cost: $2,338,000 ( 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: 104886, Location: 0.2MI W JCT 490I & RTE 65 (Lat: 43.139503, Lng: -77.539717), Route carried "on" structure: City street , Year Built: 1989, Status: Open, Structure Length: 5.46m (17.91ft), Average Daily Traffic: 463 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 648 (year 2037), Design Load: HS 20, Features Intersected: 490I490I43023004, RTE I4, Facility Carried by Structure: CLOVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 2, Lanes under structure: 9, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 79.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 5.45m (17.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $1,475,000, Roadway Improvement Cost: $864,000, Total Project Cost: $2,338,000 ( 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: 104887, Location: 0.5 MI E JCT I490EAST&441 (Lat: 43.132689, Lng: -77.528686), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 928 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,299 (year 2037), Design Load: HS 20, Features Intersected: 490I490I43023011, RTE I4, Facility Carried by Structure: SOUTH LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $1,183,000, Total Project Cost: $3,202,000 ( 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: 104887, Location: 0.5 MI E JCT I490EAST&441 (Lat: 43.132689, Lng: -77.528686), Route carried "on" structure: City street , Year Built: 1991, Status: Open, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 928 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 1,299 (year 2037), Design Load: HS 20, Features Intersected: 490I490I43023011, RTE I4, Facility Carried by Structure: SOUTH LANDING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 7.2m (23.6ft), Out-to-Out Width: 9.5m (31.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 78.0 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 minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.70m (21.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $2,019,000, Roadway Improvement Cost: $1,183,000, Total Project Cost: $3,202,000 ( 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: 104888, Location: 0.7MI E JCTI490EAST+441 (Lat: 43.130364, Lng: -77.525669), Route carried "on" structure: Interstate 490, Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 72,123 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 100,301 (year 2040), Design Load: HS 20, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.478, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 49.9m (163.7ft), Out-to-Out Width: 78.3m (256.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 76.2 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 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,193,000, Roadway Improvement Cost: $1,870,000, Total Project Cost: $5,063,000 ( Estimate for 2021)
Structure Number: 104888, Location: 0.7MI E JCTI490EAST+441 (Lat: 43.130364, Lng: -77.525669), Route carried "on" structure: Interstate 490, Year Built: 1900, Year Reconstructed: 2001, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 72,123 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 100,301 (year 2040), Design Load: HS 20, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 42.478, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.8m (110.9ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Frame, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb-To-Curb Width: 49.9m (163.7ft), Out-to-Out Width: 78.3m (256.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Fair, Operating Rating: 76.2 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 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,193,000, Roadway Improvement Cost: $1,870,000, Total Project Cost: $5,063,000 ( Estimate for 2021)
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Structure Number: 1048899, Location: 1 MI E JCT I490 E & 441 (Lat: 43.129128, Lng: -77.524667), Route carried "on" structure: State highway 441, Year Built: 2001, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 27,903 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 28,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: 490I490I43023015 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,674,000, Roadway Improvement Cost: $2,737,000, Total Project Cost: $7,412,000 ( 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: 1048899, Location: 1 MI E JCT I490 E & 441 (Lat: 43.129128, Lng: -77.524667), Route carried "on" structure: State highway 441, Year Built: 2001, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 27,903 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 28,034 (year 2040), Design Load: HS 25 or greater, Features Intersected: 490I490I43023015 WB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 5, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.5m (109.9ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 33.6m (110.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 64.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.72m (15.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $4,674,000, Roadway Improvement Cost: $2,737,000, Total Project Cost: $7,412,000 ( 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: 1063919, Location: 0.8MI NE JCT 441+I490EAST (Lat: 43.123278, Lng: -77.512053), Route carried "on" structure: State highway 441, Year Built: 1971, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 25,024 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,141 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.18m (33.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $7,660,000, Roadway Improvement Cost: $4,486,000, Total Project Cost: $12,145,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 1063919, Location: 0.8MI NE JCT 441+I490EAST (Lat: 43.123278, Lng: -77.512053), Route carried "on" structure: State highway 441, Year Built: 1971, Status: Open, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 25,024 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 25,141 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.609, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.9m (71.9ft), Skew: 35 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 48.1m (157.8ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.3m (96.1ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 59.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 10.18m (33.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $7,660,000, Roadway Improvement Cost: $4,486,000, Total Project Cost: $12,145,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106933, Location: 0.5 MI N JCT RTS 15A&252 (Lat: 43.094822, Lng: -77.611869), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 17,069 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 20,735 (year 2040), Design Load: HS 20, Features Intersected: RTE 15A, Facility Carried by Structure: Brighton Henrietta
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,663,000, Roadway Improvement Cost: $1,560,000, Total Project Cost: $4,223,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 106933, Location: 0.5 MI N JCT RTS 15A&252 (Lat: 43.094822, Lng: -77.611869), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 2.80m (9.19ft), Average Daily Traffic: 17,069 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 20,735 (year 2040), Design Load: HS 20, Features Intersected: RTE 15A, Facility Carried by Structure: Brighton Henrietta
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.411, Lanes on structure: 4, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.9m (6.2ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 23.9m (78.4ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.80m (9.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,663,000, Roadway Improvement Cost: $1,560,000, Total Project Cost: $4,223,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1070881, Location: 2 MI SE JCT I-390 & 15A (Lat: 43.107914, Lng: -77.575733), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 39,420 (year 2014), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: WINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,251,000, Roadway Improvement Cost: $1,318,000, Total Project Cost: $3,568,000 ( 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: 1070881, Location: 2 MI SE JCT I-390 & 15A (Lat: 43.107914, Lng: -77.575733), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 39,420 (year 2014), Truck Traffic: 6%, Design Load: HS 20, Features Intersected: WINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.414, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,251,000, Roadway Improvement Cost: $1,318,000, Total Project Cost: $3,568,000 ( 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: 1070882, Location: 2 MI SE JCT I-390 & 15A (Lat: 43.107458, Lng: -77.575978), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 25,924 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 36,052 (year 2040), Design Load: HS 20, Features Intersected: WINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,299,000, Roadway Improvement Cost: $1,346,000, Total Project Cost: $3,645,000 ( 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: 1070882, Location: 2 MI SE JCT I-390 & 15A (Lat: 43.107458, Lng: -77.575978), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 25,924 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 36,052 (year 2040), Design Load: HS 20, Features Intersected: WINTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.076, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb-To-Curb Width: 16.3m (53.5ft), Out-to-Out Width: 17.2m (56.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 43.4 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $2,299,000, Roadway Improvement Cost: $1,346,000, Total Project Cost: $3,645,000 ( 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: 107091, Location: 0.1 MI.SE JCT.I-390 & 15 (Lat: 43.111306, Lng: -77.621533), Route carried "on" structure: Ramp Other road , Year Built: 1981, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 3,389 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,713 (year 2040), Design Load: HS 20, Features Intersected: 390I390I43031146 NB, RTE, Facility Carried by Structure: EW CONNECTION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,477,000, Roadway Improvement Cost: $1,450,000, Total Project Cost: $3,927,000 ( 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: 107091, Location: 0.1 MI.SE JCT.I-390 & 15 (Lat: 43.111306, Lng: -77.621533), Route carried "on" structure: Ramp Other road , Year Built: 1981, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 3,389 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 4,713 (year 2040), Design Load: HS 20, Features Intersected: 390I390I43031146 NB, RTE, Facility Carried by Structure: EW CONNECTION
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.434, Lanes on structure: 2, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 8.9m (29.2ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.99m (29.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $2,477,000, Roadway Improvement Cost: $1,450,000, Total Project Cost: $3,927,000 ( 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: 107092, Location: 1 MI E JCT I-390 & 15A (Lat: 43.109950, Lng: -77.598056), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 13,964 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 16,963 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011004SB, RTE, Facility Carried by Structure: CLINTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,149,000, Roadway Improvement Cost: $1,844,000, Total Project Cost: $4,993,000 ( 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: 107092, Location: 1 MI E JCT I-390 & 15A (Lat: 43.109950, Lng: -77.598056), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 6.55m (21.49ft), Average Daily Traffic: 13,964 (year 2020), Truck Traffic: 1%, Average Future Daily Traffic: 16,963 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011004SB, RTE, Facility Carried by Structure: CLINTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 3, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.3m (106.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 19.5m (64.0ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.55m (21.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $3,149,000, Roadway Improvement Cost: $1,844,000, Total Project Cost: $4,993,000 ( 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: 107093, Location: 1 MI E JCT I-390 & 15A (Lat: 43.108769, Lng: -77.598342), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 43,380 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 60,328 (year 2040), Design Load: HS 20, Features Intersected: SOUTH CLINTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.7 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 minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,187,000, Roadway Improvement Cost: $1,281,000, Total Project Cost: $3,468,000 ( 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: 107093, Location: 1 MI E JCT I-390 & 15A (Lat: 43.108769, Lng: -77.598342), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 43,380 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 60,328 (year 2040), Design Load: HS 20, Features Intersected: SOUTH CLINTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.8m (110.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.7m (44.9ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 96.7 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 minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.56m (11.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $2,187,000, Roadway Improvement Cost: $1,281,000, Total Project Cost: $3,468,000 ( 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: 107094, Location: .9 MI E JCT I390 & SH15A (Lat: 43.110517, Lng: -77.600231), Route carried "on" structure: Interstate 390, Year Built: 1981, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 51,341 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 71,399 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011002 SB, RTE
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 21.384, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.9m (163.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,612,000, Roadway Improvement Cost: $2,115,000, Total Project Cost: $5,727,000 ( 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: 107094, Location: .9 MI E JCT I390 & SH15A (Lat: 43.110517, Lng: -77.600231), Route carried "on" structure: Interstate 390, Year Built: 1981, Status: Open, Structure Length: 9.51m (31.20ft), Average Daily Traffic: 51,341 (year 2019), Truck Traffic: 5%, Average Future Daily Traffic: 71,399 (year 2040), Design Load: HS 20, Features Intersected: 590I590I43011002 SB, RTE
Minimum Vertical Clearance: 4.52m (14.83ft), Kilometerpoint: 21.384, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.9m (163.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.50m (31.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $3,612,000, Roadway Improvement Cost: $2,115,000, Total Project Cost: $5,727,000 ( 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: 107095, Location: 0.9 MI E JCT I-390 & 15A (Lat: 43.110400, Lng: -77.599406), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 22.13m (72.60ft), Average Daily Traffic: 78,065 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 109,291 (year 2034), Design Load: HS 20, Features Intersected: 590I590I43011002 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 60.9m (199.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.12m (72.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,784,000, Roadway Improvement Cost: $3,972,000, Total Project Cost: $10,756,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 107095, Location: 0.9 MI E JCT I-390 & 15A (Lat: 43.110400, Lng: -77.599406), Route carried "on" structure: Interstate 590, Year Built: 1981, Status: Open, Structure Length: 22.13m (72.60ft), Average Daily Traffic: 78,065 (year 2014), Truck Traffic: 4%, Average Future Daily Traffic: 109,291 (year 2034), Design Load: HS 20, Features Intersected: 590I590I43011002 SB, RTE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 60.9m (199.8ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.12m (72.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Bridge Improvement Cost: $6,784,000, Roadway Improvement Cost: $3,972,000, Total Project Cost: $10,756,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 107412, Location: INTERSECT. 490I & 590I (Lat: 43.143628, Lng: -77.545631), Route carried "on" structure: Ramp Interstate , Year Built: 1990, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 6,712 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 9,334 (year 2040), Design Load: HS 20, Features Intersected: 590 590 43011001 SB, RTE, Facility Carried by Structure: RAMP WS 490I 490I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 62.5m (205.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.88m (38.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,401,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $3,807,000 ( 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: 107412, Location: INTERSECT. 490I & 590I (Lat: 43.143628, Lng: -77.545631), Route carried "on" structure: Ramp Interstate , Year Built: 1990, Status: Open, Structure Length: 11.89m (39.01ft), Average Daily Traffic: 6,712 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 9,334 (year 2040), Design Load: HS 20, Features Intersected: 590 590 43011001 SB, RTE, Facility Carried by Structure: RAMP WS 490I 490I
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 62.5m (205.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 11.88m (38.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $2,401,000, Roadway Improvement Cost: $1,406,000, Total Project Cost: $3,807,000 ( 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: 107413, Location: .3 MI NW OF 490I & CLOVER (Lat: 43.143606, Lng: -77.543919), Route carried "on" structure: Interstate 590, Year Built: 1990, Status: Open, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 7,748 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 10,775 (year 2040), Design Load: HS 20, Features Intersected: 490I 490I43213E01, RTE 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.84m (65.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,795,000, Roadway Improvement Cost: $2,222,000, Total Project Cost: $6,017,000 ( 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: 107413, Location: .3 MI NW OF 490I & CLOVER (Lat: 43.143606, Lng: -77.543919), Route carried "on" structure: Interstate 590, Year Built: 1990, Status: Open, Structure Length: 19.84m (65.09ft), Average Daily Traffic: 7,748 (year 2019), Truck Traffic: 11%, Average Future Daily Traffic: 10,775 (year 2040), Design Load: HS 20, Features Intersected: 490I 490I43213E01, RTE 5
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.129, Lanes on structure: 1, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 19.84m (65.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $3,795,000, Roadway Improvement Cost: $2,222,000, Total Project Cost: $6,017,000 ( 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: 107414, Location: .3MI NW OF 490I & CLOVRST (Lat: 43.142019, Lng: -77.543961), Route carried "on" structure: Ramp Other road 590, Year Built: 1990, Status: Open, Structure Length: 35.20m (115.49ft), Average Daily Traffic: 10,544 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 14,663 (year 2040), Design Load: HS 20, Features Intersected: 490I490I43023002, 590 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 63.7m (209.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.20m (115.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $6,671,000, Roadway Improvement Cost: $3,907,000, Total Project Cost: $10,578,000 ( 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: 107414, Location: .3MI NW OF 490I & CLOVRST (Lat: 43.142019, Lng: -77.543961), Route carried "on" structure: Ramp Other road 590, Year Built: 1990, Status: Open, Structure Length: 35.20m (115.49ft), Average Daily Traffic: 10,544 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 14,663 (year 2040), Design Load: HS 20, Features Intersected: 490I490I43023002, 590 59
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.563, Lanes on structure: 1, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 63.7m (209.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 35.20m (115.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $6,671,000, Roadway Improvement Cost: $3,907,000, Total Project Cost: $10,578,000 ( 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: 107447, Location: EXIT 21 OF I490 (Lat: 43.144178, Lng: -77.544550), Route carried "on" structure: State highway 590, Year Built: 1989, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 78,205 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 81,575 (year 2040), Features Intersected: Grass Creek, CSX
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.225, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.6 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,238,000 ( Estimate for 2021)
Structure Number: 107447, Location: EXIT 21 OF I490 (Lat: 43.144178, Lng: -77.544550), Route carried "on" structure: State highway 590, Year Built: 1989, Status: Open, Structure Length: 0.49m (1.61ft), Average Daily Traffic: 78,205 (year 2018), Truck Traffic: 3%, Average Future Daily Traffic: 81,575 (year 2040), Features Intersected: Grass Creek, CSX
Minimum Vertical Clearance: 5.05m (16.57ft), Kilometerpoint: 0.225, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.4m (103.0ft), Skew: 36 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 4.3m (14.1ft)
Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 75.6 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 minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.48m (1.57ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $781,000, Roadway Improvement Cost: $457,000, Total Project Cost: $1,238,000 ( Estimate for 2021)
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Structure Number: 107968, Location: Town Of Brighton (Lat: 43.127367, Lng: -77.553378), Route carried "on" structure: Interstate 590, Year Built: 1963, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 62,019 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 86,249 (year 2040), Features Intersected: Buckland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.3 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $445,000, Total Project Cost: $1,204,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 107968, Location: Town Of Brighton (Lat: 43.127367, Lng: -77.553378), Route carried "on" structure: Interstate 590, Year Built: 1963, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 62,019 (year 2019), Truck Traffic: 3%, Average Future Daily Traffic: 86,249 (year 2040), Features Intersected: Buckland Creek
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.889, Lanes on structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 46.3m (151.9ft), Skew: 31 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 2.4m (7.9ft)
Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 74.3 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 minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $760,000, Roadway Improvement Cost: $445,000, Total Project Cost: $1,204,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 109571, Location: .1 MI W JCT SH441 &I490EB (Lat: 43.129186, Lng: -77.526703), Route carried "on" structure: State highway 441, Year Built: 1927, Year Reconstructed: 2001, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14,203 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 14,269 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 44.6m (146.3ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.7 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $779,000, Roadway Improvement Cost: $456,000, Total Project Cost: $1,236,000 ( Estimate for 2021)
Structure Number: 109571, Location: .1 MI W JCT SH441 &I490EB (Lat: 43.129186, Lng: -77.526703), Route carried "on" structure: State highway 441, Year Built: 1927, Year Reconstructed: 2001, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 14,203 (year 2018), Truck Traffic: 2%, Average Future Daily Traffic: 14,269 (year 2040), Design Load: HS 20+Mod, Features Intersected: ALLEN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.7m (8.9ft), Curb-To-Curb Width: 20.4m (66.9ft), Out-to-Out Width: 44.6m (146.3ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 78.7 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: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Bridge Improvement Cost: $779,000, Roadway Improvement Cost: $456,000, Total Project Cost: $1,236,000 ( Estimate for 2021)