Bridge Statistics for St. Johnsville, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 15Number of bridges
- 157ft / 47.6mTotal length
- $14,855,000Total costs
- 14,208Total average daily traffic
- 1,370Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for St. Johnsville
- No street view available for this location
- New bridges - historical statistics
- 31930-1939
- 11950-1959
- 41970-1979
- 11980-1989
- 21990-1999
- 42000-2009
- Bridge Condition - Deck
- 38.5%Very good
- 23.1%Good
- 15.4%Satisfactory
- 23.1%Fair
- Bridge Condition - Superstructure
- 57.1%Very good
- 14.3%Good
- 7.1%Satisfactory
- 14.3%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 50.0%Very good
- 28.6%Good
- 14.3%Satisfactory
- 7.1%Fair
- Bridge Condition - Channel
- 7.7%Very good
- 30.8%Good
- 38.5%Satisfactory
- 7.7%Fair
- 7.7%Poor
- 7.7%Serious
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Structure Number: 100247, Location: 8.7 MI NW JCT RTS 5 & 80 (Lat: 43.005161, Lng: -74.729267), Route carried "on" structure: State highway 5, Year Built: 1993, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,652 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,668 (year 2040), Design Load: HS 25 or greater, Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $327,000, Total Project Cost: $886,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
Structure Number: 100247, Location: 8.7 MI NW JCT RTS 5 & 80 (Lat: 43.005161, Lng: -74.729267), Route carried "on" structure: State highway 5, Year Built: 1993, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 2,652 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,668 (year 2040), Design Load: HS 25 or greater, Features Intersected: CRUM CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.965, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.9m (42.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2021, Bridge Improvement Cost: $559,000, Roadway Improvement Cost: $327,000, Total Project Cost: $886,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric
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Structure Number: 100248, Location: 7.0 MI NW JCT RTS 5 & 80 (Lat: 42.998917, Lng: -74.699267), Route carried "on" structure: State highway 5, Year Built: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,652 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,668 (year 2040), Design Load: HS 20, Features Intersected: TIMMERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $301,000, Total Project Cost: $816,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100248, Location: 7.0 MI NW JCT RTS 5 & 80 (Lat: 42.998917, Lng: -74.699267), Route carried "on" structure: State highway 5, Year Built: 1991, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 2,652 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,668 (year 2040), Design Load: HS 20, Features Intersected: TIMMERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.620, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $301,000, Total Project Cost: $816,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 100249, Location: 64MI NW JCT RTS 80+5 (Lat: 42.998417, Lng: -74.686039), Route carried "on" structure: State highway 5, Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,652 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,668 (year 2040), Design Load: HS 20, Features Intersected: ZIMMERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $142,000, Total Project Cost: $383,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 100249, Location: 64MI NW JCT RTS 80+5 (Lat: 42.998417, Lng: -74.686039), Route carried "on" structure: State highway 5, Year Built: 1976, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 2,652 (year 2020), Truck Traffic: 12%, Average Future Daily Traffic: 2,668 (year 2040), Design Load: HS 20, Features Intersected: ZIMMERMAN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.714, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Very good, Channel: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $242,000, Roadway Improvement Cost: $142,000, Total Project Cost: $383,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226689, Location: AT ST.JOHNSVILLE (Lat: 43.005639, Lng: -74.676594), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,207 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,690 (year 2038), Design Load: HS 20, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: NORTH DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $435,000, Total Project Cost: $1,179,000 ( 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: 226689, Location: AT ST.JOHNSVILLE (Lat: 43.005639, Lng: -74.676594), Route carried "on" structure: Other road , Year Built: 1985, Status: Open, Structure Length: 2.23m (7.32ft), Average Daily Traffic: 1,207 (year 2018), Truck Traffic: 6%, Average Future Daily Traffic: 1,690 (year 2038), Design Load: HS 20, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: NORTH DIVISION ST
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.225, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 19.2m (63.0ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.1m (33.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.22m (7.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $743,000, Roadway Improvement Cost: $435,000, Total Project Cost: $1,179,000 ( 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: 22669, Location: AT ST JOHNSVILLE (Lat: 43.000242, Lng: -74.684300), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 142 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 199 (year 2039), Design Load: HS 25 or greater, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: WILLIAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $131,000, Total Project Cost: $355,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 22669, Location: AT ST JOHNSVILLE (Lat: 43.000242, Lng: -74.684300), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 142 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 199 (year 2039), Design Load: HS 25 or greater, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: WILLIAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.209, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.9m (9.5ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 13.2m (43.3ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Fair, 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: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $224,000, Roadway Improvement Cost: $131,000, Total Project Cost: $355,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 330944, Location: AT ST. JOHNSVILLE (Lat: 43.031667, Lng: -74.728519), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 102 (year 2016), Average Future Daily Traffic: 143 (year 2036), Features Intersected: CRUM CREEK, Facility Carried by Structure: CR59 CLAY HILL ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 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: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330944, Location: AT ST. JOHNSVILLE (Lat: 43.031667, Lng: -74.728519), Route carried "on" structure: County highway , Year Built: 1936, Status: Open, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 102 (year 2016), Average Future Daily Traffic: 143 (year 2036), Features Intersected: CRUM CREEK, Facility Carried by Structure: CR59 CLAY HILL ROA
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.186, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 4.3m (14.1ft), Skew: 1 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: 6.4m (21.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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 minimum criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $273,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330946, Location: 3.0 MI NW ST. JOHNSVILLE (Lat: 43.033331, Lng: -74.727139), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1 (year 2016), Average Future Daily Traffic: 1 (year 2036), Features Intersected: CRUM CREEK, Facility Carried by Structure: DAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $82,000, Total Project Cost: $222,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330946, Location: 3.0 MI NW ST. JOHNSVILLE (Lat: 43.033331, Lng: -74.727139), Route carried "on" structure: Other road , Year Built: 1936, Status: Open, Structure Length: 1.10m (3.61ft), Average Daily Traffic: 1 (year 2016), Average Future Daily Traffic: 1 (year 2036), Features Intersected: CRUM CREEK, Facility Carried by Structure: DAVIS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.048, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 3.0m (9.8ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.3m (33.8ft), Curb-To-Curb Width: 4.3m (14.1ft), Out-to-Out Width: 5.1m (16.7ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 63.6 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 1.09m (3.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $140,000, Roadway Improvement Cost: $82,000, Total Project Cost: $222,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330964, Location: AT ST.JOHNSVILLE (Lat: 42.996703, Lng: -74.679608), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 1,310 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,834 (year 2037), Design Load: HS 20+Mod, Features Intersected: SANDER STREET, CSX TRANS, Facility Carried by Structure: CR 65C BRIDGE STRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.38m (47.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,432,000, Roadway Improvement Cost: $1,424,000, Total Project Cost: $3,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 330964, Location: AT ST.JOHNSVILLE (Lat: 42.996703, Lng: -74.679608), Route carried "on" structure: County highway , Year Built: 1976, Status: Open, Structure Length: 14.39m (47.21ft), Average Daily Traffic: 1,310 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,834 (year 2037), Design Load: HS 20+Mod, Features Intersected: SANDER STREET, CSX TRANS, Facility Carried by Structure: CR 65C BRIDGE STRE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.692, Lanes on structure: 2, Lanes under structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 38.4m (126.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.9m (35.8ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 25.3 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: 19.4 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: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.38m (47.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $2,432,000, Roadway Improvement Cost: $1,424,000, Total Project Cost: $3,856,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330965, Location: 1.0 MI N ST. JOHNSVILLE (Lat: 43.021031, Lng: -74.681489), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 578 (year 2039), Features Intersected: TIMMERMAN CREEK, Facility Carried by Structure: TRIUMPHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $180,000, Total Project Cost: $486,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330965, Location: 1.0 MI N ST. JOHNSVILLE (Lat: 43.021031, Lng: -74.681489), Route carried "on" structure: Other road , Year Built: 2004, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 413 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 578 (year 2039), Features Intersected: TIMMERMAN CREEK, Facility Carried by Structure: TRIUMPHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2020, Bridge Improvement Cost: $307,000, Roadway Improvement Cost: $180,000, Total Project Cost: $486,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330966, Location: 1.1 MI NE OF ST.JOHNSVLLE (Lat: 43.014978, Lng: -74.669106), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 463 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 648 (year 2038), Design Load: HS 25 or greater, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: CR56 LASSELVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $255,000, Total Project Cost: $692,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330966, Location: 1.1 MI NE OF ST.JOHNSVLLE (Lat: 43.014978, Lng: -74.669106), Route carried "on" structure: County highway , Year Built: 2009, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 463 (year 2018), Truck Traffic: 7%, Average Future Daily Traffic: 648 (year 2038), Design Load: HS 25 or greater, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: CR56 LASSELVILLE R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.644, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 8.8m (28.9ft)
Condition: Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $436,000, Roadway Improvement Cost: $255,000, Total Project Cost: $692,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 330967, Location: 1.3 MI NE ST. JOHNSVILLE (Lat: 43.018758, Lng: -74.661658), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 390 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 546 (year 2036), Design Load: HS 25 or greater, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: TRIUMPHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 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: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $170,000, Total Project Cost: $459,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330967, Location: 1.3 MI NE ST. JOHNSVILLE (Lat: 43.018758, Lng: -74.661658), Route carried "on" structure: Other road , Year Built: 2008, Status: Open, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 390 (year 2016), Truck Traffic: 1%, Average Future Daily Traffic: 546 (year 2036), Design Load: HS 25 or greater, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: TRIUMPHO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.641, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: 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: 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: 0.97m (3.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $290,000, Roadway Improvement Cost: $170,000, Total Project Cost: $459,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336616, Location: 1.3 MI N OF ST.JOHNSVILLE (Lat: 43.017406, Lng: -74.683861), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 423 (year 2016), Average Future Daily Traffic: 592 (year 2036), Features Intersected: TIMMERMAN CREEK, Facility Carried by Structure: CR57 CRUM CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Serious, Operating Rating: 74.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $95,000, Total Project Cost: $258,000 ( Estimate for 2021)
Structure Number: 336616, Location: 1.3 MI N OF ST.JOHNSVILLE (Lat: 43.017406, Lng: -74.683861), Route carried "on" structure: County highway , Year Built: 1935, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 423 (year 2016), Average Future Daily Traffic: 592 (year 2036), Features Intersected: TIMMERMAN CREEK, Facility Carried by Structure: CR57 CRUM CREEK RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.524, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Serious, Operating Rating: 74.2 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $163,000, Roadway Improvement Cost: $95,000, Total Project Cost: $258,000 ( Estimate for 2021)
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Structure Number: 336617, Location: 0.6 MI N OF ST JOHNSVILLE (Lat: 43.008308, Lng: -74.674867), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 141 (year 2016), Average Future Daily Traffic: 197 (year 2036), Design Load: HS 20, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: THUMB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $309,000, Total Project Cost: $835,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 336617, Location: 0.6 MI N OF ST JOHNSVILLE (Lat: 43.008308, Lng: -74.674867), Route carried "on" structure: Other road , Year Built: 1979, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 141 (year 2016), Average Future Daily Traffic: 197 (year 2036), Design Load: HS 20, Features Intersected: ZIMMERMAN CREEK, Facility Carried by Structure: THUMB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 65.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2021, Bridge Improvement Cost: $527,000, Roadway Improvement Cost: $309,000, Total Project Cost: $835,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 430963, Location: VILLAGE OF ST. JOHNSVILLE (Lat: 42.993200, Lng: -74.680683), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 1,310 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,834 (year 2037), Design Load: HS 20, Features Intersected: MOHAWK RIVR BARGE, Facility Carried by Structure: CR 61 BRIDGE STREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 70.7m (232.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 71.0m (232.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 98.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: 18.22m (59.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $2,621,000, Roadway Improvement Cost: $1,535,000, Total Project Cost: $4,155,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 430963, Location: VILLAGE OF ST. JOHNSVILLE (Lat: 42.993200, Lng: -74.680683), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1992, Status: Open, Structure Length: 18.23m (59.81ft), Average Daily Traffic: 1,310 (year 2017), Truck Traffic: 11%, Average Future Daily Traffic: 1,834 (year 2037), Design Load: HS 20, Features Intersected: MOHAWK RIVR BARGE, Facility Carried by Structure: CR 61 BRIDGE STREE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.370, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 70.7m (232.0ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 71.0m (232.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.4m (30.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 98.7 metric tons, Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment, Structural Evaluation: Better than 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: 18.22m (59.78ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2020, Underwater Inspection Date: August 2017, Bridge Improvement Cost: $2,621,000, Roadway Improvement Cost: $1,535,000, Total Project Cost: $4,155,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 330964, Location: AT ST.JOHNSVILLE (Lat: 42.996703, Lng: -74.679608), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 350 (year 2021), Features Intersected: SANDER STREET, CSX TRANS, Facility Carried by Structure: CR 65C BRIDGE STRE
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)
Structure Number: 330964, Location: AT ST.JOHNSVILLE (Lat: 42.996703, Lng: -74.679608), Route carried "under" structure: City street , Year Built: 1976, Structure Length: 0. m, Average Daily Traffic: 350 (year 2021), Features Intersected: SANDER STREET, CSX TRANS, Facility Carried by Structure: CR 65C BRIDGE STRE
Minimum Vertical Clearance: 4.80m (15.75ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 38.4m (126.0ft)