Bridge Statistics for Lenox, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 102ft / 31.0mTotal length
- $10,695,000Total costs
- 120,474Total average daily traffic
- 5,555Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Lenox
- No street view available for this location
- New bridges - historical statistics
- 3Before 1900
- 71950-1959
- 11960-1969
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 21920-1929
- 11930-1939
- 01940-1949
- 01950-1959
- 01960-1969
- 01970-1979
- 31980-1989
- Bridge Condition - Deck
- 11.1%Good
- 22.2%Satisfactory
- 44.4%Fair
- 22.2%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 11.1%Good
- 11.1%Satisfactory
- 55.6%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Very good
- 11.1%Good
- 22.2%Satisfactory
- 44.4%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 12.5%Very good
- 12.5%Good
- 75.0%Satisfactory
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Structure Number: 101061, Location: 0.7 MI N JCT RTS 13 & 31 (Lat: 43.164139, Lng: -75.736706), Route carried "on" structure: State highway 13, Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 5,700 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 5,946 (year 2040), Design Load: HS 20, Features Intersected: ONEIDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $836,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,326,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 101061, Location: 0.7 MI N JCT RTS 13 & 31 (Lat: 43.164139, Lng: -75.736706), Route carried "on" structure: State highway 13, Year Built: 1950, Year Reconstructed: 1993, Status: Open, Structure Length: 3.63m (11.91ft), Average Daily Traffic: 5,700 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 5,946 (year 2040), Design Load: HS 20, Features Intersected: ONEIDA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 35.0m (114.8ft), Curb-To-Curb Width: 10.7m (35.1ft), Out-to-Out Width: 11.3m (37.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 60.8 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, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.62m (11.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $836,000, Roadway Improvement Cost: $490,000, Total Project Cost: $1,326,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330929, Location: 2.3 MI NE OF CANASTOTA (Lat: 43.098069, Lng: -75.718550), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,408 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,371 (year 2039), Design Load: HL 93, Features Intersected: COWASELON CREEK, Facility Carried by Structure: CR10 NORTH COURT S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $551,000, Total Project Cost: $1,493,000 ( 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: 330929, Location: 2.3 MI NE OF CANASTOTA (Lat: 43.098069, Lng: -75.718550), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 2.68m (8.79ft), Average Daily Traffic: 2,408 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,371 (year 2039), Design Load: HL 93, Features Intersected: COWASELON CREEK, Facility Carried by Structure: CR10 NORTH COURT S
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.8m (78.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.68m (8.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $942,000, Roadway Improvement Cost: $551,000, Total Project Cost: $1,493,000 ( 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: 342401, Location: IN WAMPSVILLE-LENOX BASIN (Lat: 43.088986, Lng: -75.709533), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,330 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,560 (year 2040), Design Load: HS 20, Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: CR10 N COURT STREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $66,000, Total Project Cost: $179,000 ( Estimate for 2021)
Structure Number: 342401, Location: IN WAMPSVILLE-LENOX BASIN (Lat: 43.088986, Lng: -75.709533), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 5,330 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 5,560 (year 2040), Design Load: HS 20, Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: CR10 N COURT STREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.561, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.4 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: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $113,000, Roadway Improvement Cost: $66,000, Total Project Cost: $179,000 ( Estimate for 2021)
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Structure Number: 44241, Location: N.WAMPSVILLE OVER CANAL (Lat: 43.088842, Lng: -75.709847), Route carried "on" structure: County highway , Year Built: 1865, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 25 (year 2037), Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: OLD NORTH COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.9 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: 12.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $87,000, Total Project Cost: $235,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 44241, Location: N.WAMPSVILLE OVER CANAL (Lat: 43.088842, Lng: -75.709847), Route carried "on" structure: County highway , Year Built: 1865, Year Reconstructed: 1930, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 18 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 25 (year 2037), Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: OLD NORTH COURT ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.8m (19.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Poor, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 15.9 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: 12.3 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: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $148,000, Roadway Improvement Cost: $87,000, Total Project Cost: $235,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442413, Location: AT CANASTOTA (Lat: 43.075431, Lng: -75.784944), Route carried "on" structure: Other road , Year Built: 1865, Year Reconstructed: 1927, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 272 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 381 (year 2036), Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: BEEBE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $88,000, Total Project Cost: $239,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 442413, Location: AT CANASTOTA (Lat: 43.075431, Lng: -75.784944), Route carried "on" structure: Other road , Year Built: 1865, Year Reconstructed: 1927, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 272 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 381 (year 2036), Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: BEEBE BRIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.062, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 47.3 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: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $150,000, Roadway Improvement Cost: $88,000, Total Project Cost: $239,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 442414, Location: 2 MILES WEST OF CANASTOTA (Lat: 43.072744, Lng: -75.799219), Route carried "on" structure: Other road , Year Built: 1865, Year Reconstructed: 1927, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 56 (year 2020), Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: HERRICK FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $92,000, Total Project Cost: $249,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 442414, Location: 2 MILES WEST OF CANASTOTA (Lat: 43.072744, Lng: -75.799219), Route carried "on" structure: Other road , Year Built: 1865, Year Reconstructed: 1927, Status: Open, Structure Length: 0.70m (2.30ft), Average Daily Traffic: 40 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 56 (year 2020), Features Intersected: OLD ERIE CANAL, Facility Carried by Structure: HERRICK FARM ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 6.1m (20.0ft), Out-to-Out Width: 6.9m (22.6ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.70m (2.30ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $157,000, Roadway Improvement Cost: $92,000, Total Project Cost: $249,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 551278, Location: 1.3 MI W JCT I90&INT 34 (Lat: 43.091233, Lng: -75.776617), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 321 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 449 (year 2036), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: INDIAN OPENING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $732,000, Total Project Cost: $1,983,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 551278, Location: 1.3 MI W JCT I90&INT 34 (Lat: 43.091233, Lng: -75.776617), Route carried "on" structure: Other road , Year Built: 1951, Status: Open, Structure Length: 8.29m (27.20ft), Average Daily Traffic: 321 (year 2016), Truck Traffic: 4%, Average Future Daily Traffic: 449 (year 2036), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: INDIAN OPENING RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.515, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 25.3m (83.0ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.3m (30.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Operating Rating: 31.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 17.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 8.29m (27.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $1,250,000, Roadway Improvement Cost: $732,000, Total Project Cost: $1,983,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 55128, Location: 1 MI E JCT RT 13(Lat: 43.101986, Lng: -75.721853), Route carried "on" structure: County highway , Year Built: 1954, Status: Open, Structure Length: 6.64m (21.78ft), Average Daily Traffic: 2,408 (year 2019), Truck Traffic: 6%, Average Future Daily Traffic: 3,371 (year 2039), Design Load: HS 20+Mod, Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: N COURT ST CR 10
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,597,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
Structure Number: 55128, Location: 1 MI E JCT RT 13
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.315, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 6.7m (22.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.1m (65.9ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.7m (2.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 6.64m (21.78ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $1,008,000, Roadway Improvement Cost: $590,000, Total Project Cost: $1,597,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Epoxy
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Structure Number: 5512841, Location: .5 MI E JCT I90(Lat: 43.099819, Lng: -75.731681), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 17,197 (year 2014), Truck Traffic: 7%, Design Load: HS 20+Mod, Features Intersected: COWASELON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.257, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $627,000, Total Project Cost: $1,697,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 5512841, Location: .5 MI E JCT I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 419.257, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 15.8m (51.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $627,000, Total Project Cost: $1,697,000 ( 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: 5512842, Location: .5 MI E JCT I90(Lat: 43.099639, Lng: -75.731242), Route carried "on" structure: Interstate 90, Year Built: 1954, Year Reconstructed: 1994, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 14,676 (year 2020), Truck Traffic: 23%, Average Future Daily Traffic: 16,323 (year 2040), Design Load: HS 20+Mod, Features Intersected: COWASELON CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.273, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $627,000, Total Project Cost: $1,697,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 5512842, Location: .5 MI E JCT I90
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.273, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Toll Authority, Approaching Roadway Width: 16.5m (54.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.5m (54.1ft), Curb-To-Curb Width: 16.5m (54.1ft), Out-to-Out Width: 17.1m (56.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 44.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $1,070,000, Roadway Improvement Cost: $627,000, Total Project Cost: $1,697,000 ( 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: 551278, Location: 1.3 MI W JCT I90&INT 34 (Lat: 43.091233, Lng: -75.776617), Route carried "under" structure: Interstate 90, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 37,796 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: INDIAN OPENING RD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 423.215, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
Structure Number: 551278, Location: 1.3 MI W JCT I90&INT 34 (Lat: 43.091233, Lng: -75.776617), Route carried "under" structure: Interstate 90, Year Built: 1951, Structure Length: 0. m, Average Daily Traffic: 37,796 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: INDIAN OPENING RD
Minimum Vertical Clearance: 4.62m (15.16ft), Kilometerpoint: 423.215, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.3m (83.0ft)
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Structure Number: 55128, Location: 1 MI E JCT RT 13(Lat: 43.101986, Lng: -75.721853), Route carried "under" structure: Interstate 90, Year Built: 1954, Structure Length: 0. m, Average Daily Traffic: 34,308 (year 2015), Features Intersected: 90IX EB, RTE I90, Facility Carried by Structure: N COURT ST CR 10
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 418.420, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)
Structure Number: 55128, Location: 1 MI E JCT RT 13
Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 418.420, Lanes on structure: 2, Lanes under structure: 2, Toll: On Interstate toll segment, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.1m (65.9ft)