Bridge Statistics for West Turin, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 14Number of bridges
- 69ft / 20.8mTotal length
- $7,887,000Total costs
- 2,539Total average daily traffic
- 314Total average daily truck traffic
- 3,034Total future (year 2033) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for West Turin
- No street view available for this location
- New bridges - historical statistics
- 11900-1909
- 11910-1919
- 11950-1959
- 21970-1979
- 41980-1989
- 21990-1999
- 12000-2009
- 12010-2019
- 12020-2022
- Bridge Condition - Deck
- 15.4%Excellent
- 30.8%Very good
- 23.1%Good
- 15.4%Satisfactory
- 15.4%Fair
- Bridge Condition - Superstructure
- 7.7%Excellent
- 23.1%Very good
- 23.1%Good
- 30.8%Satisfactory
- 15.4%Fair
- Bridge Condition - Substructure
- 7.7%Excellent
- 23.1%Very good
- 23.1%Good
- 15.4%Satisfactory
- 15.4%Fair
- 7.7%Poor
- 7.7%Critical
- Bridge Condition - Channel
- 7.1%Very good
- 21.4%Good
- 50.0%Satisfactory
- 21.4%Fair
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Structure Number: 10189, Location: 0.7 MI SW JCT RTS 26 +12D (Lat: 43.586569, Lng: -75.404789), Route carried "on" structure: State highway 26, Year Built: 1959, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,455 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,517 (year 2040), Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $229,000, Total Project Cost: $619,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 10189, Location: 0.7 MI SW JCT RTS 26 +12D (Lat: 43.586569, Lng: -75.404789), Route carried "on" structure: State highway 26, Year Built: 1959, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 1,455 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,517 (year 2040), Features Intersected: WHITE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.104, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Skew: 3 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.9m (12.8ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.2m (40.0ft)
Condition: Channel: Fair, Culverts: Good, 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: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2020, Bridge Improvement Cost: $390,000, Roadway Improvement Cost: $229,000, Total Project Cost: $619,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 107886, Location: Glenfield/WesternRRFishCk (Lat: 43.644439, Lng: -75.613569), Route carried "on" structure: State lands road , Year Built: 1980, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Features Intersected: E.Br Fish Creek, Facility Carried by Structure: Aband G & W RR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $32,000, Total Project Cost: $87,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 107886, Location: Glenfield/WesternRRFishCk (Lat: 43.644439, Lng: -75.613569), Route carried "on" structure: State lands road , Year Built: 1980, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Features Intersected: E.Br Fish Creek, Facility Carried by Structure: Aband G & W RR
Minimum Vertical Clearance: 30.18m (99.02ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 3.5m (11.5ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 12 months, Inspection Date: October 2021, Bridge Improvement Cost: $55,000, Roadway Improvement Cost: $32,000, Total Project Cost: $87,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 107887, Location: GreenfieldWesternRR/FishC (Lat: 43.647036, Lng: -75.619219), Route carried "on" structure: State lands road , Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Design Load: HS 25 or greater, Features Intersected: Fish Creek, Facility Carried by Structure: Aband G & W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 48.1 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $75,000, Total Project Cost: $204,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 107887, Location: GreenfieldWesternRR/FishC (Lat: 43.647036, Lng: -75.619219), Route carried "on" structure: State lands road , Year Built: 1980, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Design Load: HS 25 or greater, Features Intersected: Fish Creek, Facility Carried by Structure: Aband G & W RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 3.1m (10.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.0m (42.7ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.1m (13.5ft)
Condition: Deck: Excellent, Superstructure: Satisfactory, Substructure: Poor, Channel: Satisfactory, Operating Rating: 48.1 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $128,000, Roadway Improvement Cost: $75,000, Total Project Cost: $204,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 107888, Location: MichiganMillExt/FishCR (Lat: 43.604000, Lng: -75.615581), Route carried "on" structure: State lands road , Year Built: 1980, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Design Load: HL 93, Features Intersected: E.Br Fish Creek, Facility Carried by Structure: Mich Mill Rd
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $96,000, Total Project Cost: $259,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 107888, Location: MichiganMillExt/FishCR (Lat: 43.604000, Lng: -75.615581), Route carried "on" structure: State lands road , Year Built: 1980, Status: Open, Structure Length: 1.51m (4.95ft), Average Daily Traffic: 20 (year 2013), Average Future Daily Traffic: 28 (year 2033), Design Load: HL 93, Features Intersected: E.Br Fish Creek, Facility Carried by Structure: Mich Mill Rd
Minimum Vertical Clearance: 32.69m (107.25ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 4.3m (14.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 3.9m (12.8ft), Out-to-Out Width: 4.3m (14.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 39.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 29.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 1.50m (4.92ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $96,000, Total Project Cost: $259,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 222044, Location: 2.1 MI NW OF HIGHMARKET (Lat: 43.602567, Lng: -75.553092), Route carried "on" structure: Other road , Year Built: 1978, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 32 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 45 (year 2035), Features Intersected: ALDER CREEK, Facility Carried by Structure: MICHIGAN MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222044, Location: 2.1 MI NW OF HIGHMARKET (Lat: 43.602567, Lng: -75.553092), Route carried "on" structure: Other road , Year Built: 1978, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 32 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 45 (year 2035), Features Intersected: ALDER CREEK, Facility Carried by Structure: MICHIGAN MILLS RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.395, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Satisfactory, Operating Rating: 24.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Inventory Rating: 18.5 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $202,000, Roadway Improvement Cost: $118,000, Total Project Cost: $319,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222046, Location: 3.7 MI W OF BYRON CORNERS (Lat: 43.548736, Lng: -75.575822), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 22 (year 2038), Features Intersected: E BR FISH CREEK, Facility Carried by Structure: SWEENEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.921, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $549,000, Total Project Cost: $1,487,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 222046, Location: 3.7 MI W OF BYRON CORNERS (Lat: 43.548736, Lng: -75.575822), Route carried "on" structure: Other road , Year Built: 2010, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 16 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 22 (year 2038), Features Intersected: E BR FISH CREEK, Facility Carried by Structure: SWEENEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.921, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.1m (79.1ft), Curb-To-Curb Width: 5.0m (16.4ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.43m (7.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $938,000, Roadway Improvement Cost: $549,000, Total Project Cost: $1,487,000 ( Estimate for 2021), Deck Structure Type: Steel plate, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 222047, Location: 1.7 MI W OF BYRON CORNERS (Lat: 43.558358, Lng: -75.532600), Route carried "on" structure: Other road , Year Built: 1981, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 41 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 57 (year 2038), Features Intersected: BIG ALDER CREEK, Facility Carried by Structure: SWEENEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Critical, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $124,000, Total Project Cost: $336,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222047, Location: 1.7 MI W OF BYRON CORNERS (Lat: 43.558358, Lng: -75.532600), Route carried "on" structure: Other road , Year Built: 1981, Status: Posted for load, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 41 (year 2018), Truck Traffic: 10%, Average Future Daily Traffic: 57 (year 2038), Features Intersected: BIG ALDER CREEK, Facility Carried by Structure: SWEENEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.818, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Critical, Channel: Fair, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of replacement, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 0.91m (2.99ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $212,000, Roadway Improvement Cost: $124,000, Total Project Cost: $336,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222048, Location: 0.7 MI NW OF BYRON CORS. (Lat: 43.556778, Lng: -75.519264), Route carried "on" structure: Other road , Year Built: 1978, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 70 (year 2038), Features Intersected: SUCKER CREEK, Facility Carried by Structure: SWEENEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township 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: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.4 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: 15.6 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $149,000, Total Project Cost: $403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 222048, Location: 0.7 MI NW OF BYRON CORS. (Lat: 43.556778, Lng: -75.519264), Route carried "on" structure: Other road , Year Built: 1978, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 50 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 70 (year 2038), Features Intersected: SUCKER CREEK, Facility Carried by Structure: SWEENEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.724, Lanes on structure: 2, Owner: Town or Township 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: 9.4m (30.8ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 20.4 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: 15.6 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: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $254,000, Roadway Improvement Cost: $149,000, Total Project Cost: $403,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 222049, Location: 0.6 MI. S. OF HIGHMARKET (Lat: 43.577114, Lng: -75.522800), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 28 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 39 (year 2038), Features Intersected: SUCKER CREEK, Facility Carried by Structure: SULLIVAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.08m (3.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $322,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 222049, Location: 0.6 MI. S. OF HIGHMARKET (Lat: 43.577114, Lng: -75.522800), Route carried "on" structure: Other road , Year Built: 1992, Status: Open, Structure Length: 1.09m (3.58ft), Average Daily Traffic: 28 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 39 (year 2038), Features Intersected: SUCKER CREEK, Facility Carried by Structure: SULLIVAN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.253, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.08m (3.54ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $203,000, Roadway Improvement Cost: $119,000, Total Project Cost: $322,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 222079, Location: 2.3 MI W CONSTABLEVILLE (Lat: 43.562514, Lng: -75.453622), Route carried "on" structure: Other road , Year Built: 1909, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1 (year 2038), Features Intersected: SUGAR RIVER, Facility Carried by Structure: SCHWENK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $876,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 222079, Location: 2.3 MI W CONSTABLEVILLE (Lat: 43.562514, Lng: -75.453622), Route carried "on" structure: Other road , Year Built: 1909, Status: Posted for load, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 1 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 1 (year 2038), Features Intersected: SUGAR RIVER, Facility Carried by Structure: SCHWENK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.483, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 2.4m (7.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 3.4m (11.2ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 8.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 2.28m (7.48ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: October 2021, Critical Feature Inspection Date: October 2021, Bridge Improvement Cost: $552,000, Roadway Improvement Cost: $323,000, Total Project Cost: $876,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 333962, Location: 1.2 MI. SE CONSTABLEVILLE (Lat: 43.557078, Lng: -75.408681), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 387 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 542 (year 2038), Design Load: HS 20, Features Intersected: SUGAR RIVER, Facility Carried by Structure: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $644,000, Roadway Improvement Cost: $377,000, Total Project Cost: $1,020,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 333962, Location: 1.2 MI. SE CONSTABLEVILLE (Lat: 43.557078, Lng: -75.408681), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 3.29m (10.79ft), Average Daily Traffic: 387 (year 2018), Truck Traffic: 11%, Average Future Daily Traffic: 542 (year 2038), Design Load: HS 20, Features Intersected: SUGAR RIVER, Facility Carried by Structure: WEST ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.397, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 7.9m (25.9ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 3.29m (10.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $644,000, Roadway Improvement Cost: $377,000, Total Project Cost: $1,020,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 334036, Location: 2 MI W OF CONSTABLEVILLE (Lat: 43.570350, Lng: -75.462131), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 404 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 566 (year 2038), Design Load: HL 93, Features Intersected: N BR SUGAR RIVER, Facility Carried by Structure: COUNTY ROAD 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.229, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 68.0 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $340,000, Total Project Cost: $921,000 ( 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: 334036, Location: 2 MI W OF CONSTABLEVILLE (Lat: 43.570350, Lng: -75.462131), Route carried "on" structure: County highway , Year Built: 2020, Status: Open, Structure Length: 1.68m (5.51ft), Average Daily Traffic: 404 (year 2018), Truck Traffic: 17%, Average Future Daily Traffic: 566 (year 2038), Design Load: HL 93, Features Intersected: N BR SUGAR RIVER, Facility Carried by Structure: COUNTY ROAD 48
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.229, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.9m (48.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 68.0 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: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.67m (5.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $581,000, Roadway Improvement Cost: $340,000, Total Project Cost: $921,000 ( 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: 334038, Location: 1.5 MI W OF BYRON CORNERS (Lat: 43.547697, Lng: -75.536161), Route carried "on" structure: Other road , Year Built: 1910, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6 (year 2038), Features Intersected: ALDER CREEK, Facility Carried by Structure: MEYER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $286,000, Total Project Cost: $773,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 334038, Location: 1.5 MI W OF BYRON CORNERS (Lat: 43.547697, Lng: -75.536161), Route carried "on" structure: Other road , Year Built: 1910, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 4 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 6 (year 2038), Features Intersected: ALDER CREEK, Facility Carried by Structure: MEYER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.738, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 2.7m (8.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.8m (38.7ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 4.8m (15.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 6.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 3.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: June 2021, Critical Feature Inspection Date: June 2021, Bridge Improvement Cost: $488,000, Roadway Improvement Cost: $286,000, Total Project Cost: $773,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
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Structure Number: 334042, Location: 2.4 MI W CONSTABLEVILLE (Lat: 43.565081, Lng: -75.464961), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 61 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 85 (year 2035), Features Intersected: W.BR.SUGAR RIVER, Facility Carried by Structure: HARRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.6 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: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $96,000, Total Project Cost: $261,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 334042, Location: 2.4 MI W CONSTABLEVILLE (Lat: 43.565081, Lng: -75.464961), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 61 (year 2015), Truck Traffic: 7%, Average Future Daily Traffic: 85 (year 2035), Features Intersected: W.BR.SUGAR RIVER, Facility Carried by Structure: HARRIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.7m (12.1ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 4.2m (13.8ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 58.6 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: 45.4 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $164,000, Roadway Improvement Cost: $96,000, Total Project Cost: $261,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other