Bridge Statistics for Whitesboro, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 10Number of bridges
- 125ft / 38.5mTotal length
- $26,256,000Total costs
- 110,614Total average daily traffic
- 12,840Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Whitesboro
- No street view available for this location
- New bridges - historical statistics
- 11930-1939
- 41950-1959
- 31960-1969
- 11970-1979
- 11980-1989
- Reconstructed bridges - Historical Statistics
- 11950-1959
- 01960-1969
- 01970-1979
- 11980-1989
- Bridge Condition - Deck
- 16.7%Good
- 33.3%Satisfactory
- 33.3%Fair
- 16.7%Serious
- Bridge Condition - Superstructure
- 16.7%Very good
- 33.3%Good
- 16.7%Satisfactory
- 16.7%Fair
- 16.7%Serious
- Bridge Condition - Substructure
- 33.3%Good
- 33.3%Satisfactory
- 16.7%Fair
- 16.7%Serious
- Bridge Condition - Channel
- 33.3%Good
- 33.3%Satisfactory
- 33.3%Fair
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Structure Number: 1009919, Location: .4 MI W JCT SH 69 & SH 5A (Lat: 43.115606, Lng: -75.288094), Route carried "on" structure: State highway 69, Year Built: 1937, Year Reconstructed: 1959, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 14,809 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,989 (year 2040), Design Load: H 20, Features Intersected: SAUQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.616, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,202,000, Roadway Improvement Cost: $704,000, Total Project Cost: $1,906,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 1009919, Location: .4 MI W JCT SH 69 & SH 5A (Lat: 43.115606, Lng: -75.288094), Route carried "on" structure: State highway 69, Year Built: 1937, Year Reconstructed: 1959, Status: Open, Structure Length: 2.38m (7.81ft), Average Daily Traffic: 14,809 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 17,989 (year 2040), Design Load: H 20, Features Intersected: SAUQUOIT CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 58.616, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.1m (65.9ft), Skew: 30 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 16.2m (53.1ft), Out-to-Out Width: 24.4m (80.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.37m (7.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $1,202,000, Roadway Improvement Cost: $704,000, Total Project Cost: $1,906,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 1051429, Location: JCT RTS 5A+69 (Lat: 43.115383, Lng: -75.287442), Route carried "on" structure: State highway 5A, Year Built: 1969, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,032 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,046 (year 2040), Design Load: HS 20, Features Intersected: 69 6926023111 Westbound,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,727,000, Roadway Improvement Cost: $1,011,000, Total Project Cost: $2,739,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 1051429, Location: JCT RTS 5A+69 (Lat: 43.115383, Lng: -75.287442), Route carried "on" structure: State highway 5A, Year Built: 1969, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 3,032 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,046 (year 2040), Design Load: HS 20, Features Intersected: 69 6926023111 Westbound,
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.386, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 33 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 38.1m (125.0ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 19.7m (64.6ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $1,727,000, Roadway Improvement Cost: $1,011,000, Total Project Cost: $2,739,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105198, Location: 02MI W JCT RTS 69+5A (Lat: 43.114839, Lng: -75.289594), Route carried "on" structure: Ramp State highway , Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,285 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK, Facility Carried by Structure: RAMP FM 69 TO 5A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $336,000, Total Project Cost: $908,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105198, Location: 02MI W JCT RTS 69+5A (Lat: 43.114839, Lng: -75.289594), Route carried "on" structure: Ramp State highway , Year Built: 1970, Status: Open, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 3,285 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 3,300 (year 2040), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK, Facility Carried by Structure: RAMP FM 69 TO 5A
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.3m (106.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 8.2m (26.9ft)
Condition: Deck: Fair, Superstructure: Very good, Substructure: Good, Channel: Fair, Operating Rating: 38.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.41m (11.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $336,000, Total Project Cost: $908,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 108001, Location: 1 mi South of NYS Rte 49 (Lat: 43.127411, Lng: -75.283233), Route carried "on" structure: State highway 922, Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,519 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 12,778 (year 2040), Design Load: H 20, Features Intersected: Equalizer
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: December 2017, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $200,000, Total Project Cost: $542,000 ( Estimate for 2021)
Structure Number: 108001, Location: 1 mi South of NYS Rte 49 (Lat: 43.127411, Lng: -75.283233), Route carried "on" structure: State highway 922, Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 10,519 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 12,778 (year 2040), Design Load: H 20, Features Intersected: Equalizer
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 1.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 5, Length of Maximum Span: 1.8m (5.9ft)
Condition: Channel: Good, Culverts: Good, Operating Rating: 71.2 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 29.4 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2021, Underwater Inspection Date: December 2017, Bridge Improvement Cost: $342,000, Roadway Improvement Cost: $200,000, Total Project Cost: $542,000 ( Estimate for 2021)
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Structure Number: 220591, Location: IN WHITESBORO (Lat: 43.124672, Lng: -75.288778), Route carried "on" structure: State highway 922A, Year Built: 1968, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 10,519 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 12,778 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $970,000, Roadway Improvement Cost: $568,000, Total Project Cost: $1,539,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220591, Location: IN WHITESBORO (Lat: 43.124672, Lng: -75.288778), Route carried "on" structure: State highway 922A, Year Built: 1968, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 10,519 (year 2018), Truck Traffic: 4%, Average Future Daily Traffic: 12,778 (year 2040), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.595, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 73.5 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: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $970,000, Roadway Improvement Cost: $568,000, Total Project Cost: $1,539,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5009929, Location: 3.0MI W INT 31 UTICA NY (Lat: 43.129800, Lng: -75.300736), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 19,195 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 22,116 (year 2040), Design Load: HS 20, Features Intersected: RTE 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.252, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 32.7m (107.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,568,000, Roadway Improvement Cost: $1,504,000, Total Project Cost: $4,073,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 5009929, Location: 3.0MI W INT 31 UTICA NY (Lat: 43.129800, Lng: -75.300736), Route carried "on" structure: Interstate 90, Year Built: 1954, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 19,195 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 22,116 (year 2040), Design Load: HS 20, Features Intersected: RTE 69
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.252, Lanes on structure: 4, Lanes under structure: 5, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 25.6m (84.0ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.2m (86.0ft), Curb-To-Curb Width: 32.7m (107.3ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Serious, Superstructure: Serious, Substructure: Serious, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.57m (14.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: July 2021, Bridge Improvement Cost: $2,568,000, Roadway Improvement Cost: $1,504,000, Total Project Cost: $4,073,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5512999, Location: 5.24 MI W INT 31 ON I-90 (Lat: 43.130708, Lng: -75.298006), Route carried "on" structure: Interstate 90, Year Built: 1955, Year Reconstructed: 1994, Status: Open, Structure Length: 17.62m (57.81ft), Average Daily Traffic: 19,195 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 22,116 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAIN ST EXTENSION, CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.477, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 34.4m (112.9ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.61m (57.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,176,000, Roadway Improvement Cost: $5,373,000, Total Project Cost: $14,549,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 5512999, Location: 5.24 MI W INT 31 ON I-90 (Lat: 43.130708, Lng: -75.298006), Route carried "on" structure: Interstate 90, Year Built: 1955, Year Reconstructed: 1994, Status: Open, Structure Length: 17.62m (57.81ft), Average Daily Traffic: 19,195 (year 2020), Truck Traffic: 29%, Average Future Daily Traffic: 22,116 (year 2040), Design Load: HS 20+Mod, Features Intersected: MAIN ST EXTENSION, CSX
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.477, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 23.2m (76.1ft), Skew: 20 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 34.4m (112.9ft), Out-to-Out Width: 34.7m (113.8ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.61m (57.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $9,176,000, Roadway Improvement Cost: $5,373,000, Total Project Cost: $14,549,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 1051429, Location: JCT RTS 5A+69 (Lat: 43.115383, Lng: -75.287442), Route carried "under" structure: State highway 69, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 14,700 (year 1970), Features Intersected: 69 6926023111 Westbound,, Facility Carried by Structure: RTE 5A
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 58.905, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
Structure Number: 1051429, Location: JCT RTS 5A+69 (Lat: 43.115383, Lng: -75.287442), Route carried "under" structure: State highway 69, Year Built: 1969, Structure Length: 0. m, Average Daily Traffic: 14,700 (year 1970), Features Intersected: 69 6926023111 Westbound,, Facility Carried by Structure: RTE 5A
Minimum Vertical Clearance: 4.67m (15.32ft), Kilometerpoint: 58.905, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.1m (125.0ft)
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Structure Number: 5009929, Location: 3.0MI W INT 31 UTICA NY (Lat: 43.129800, Lng: -75.300736), Route carried "under" structure: State highway 69, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 14,700 (year 1971), Features Intersected: RTE 69, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
Structure Number: 5009929, Location: 3.0MI W INT 31 UTICA NY (Lat: 43.129800, Lng: -75.300736), Route carried "under" structure: State highway 69, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 14,700 (year 1971), Features Intersected: RTE 69, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 4.42m (14.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 5, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.2m (86.0ft)
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Structure Number: 5512999, Location: 5.24 MI W INT 31 ON I-90 (Lat: 43.130708, Lng: -75.298006), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 660 (year 2019), Truck Traffic: 7%, Features Intersected: MAIN ST EXTENSION, CSX, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.193, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)
Structure Number: 5512999, Location: 5.24 MI W INT 31 ON I-90 (Lat: 43.130708, Lng: -75.298006), Route carried "under" structure: City street , Year Built: 1955, Structure Length: 0. m, Average Daily Traffic: 660 (year 2019), Truck Traffic: 7%, Features Intersected: MAIN ST EXTENSION, CSX, Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 7.04m (23.10ft), Kilometerpoint: 0.193, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft)