Bridge Statistics for Waterford, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 12Number of bridges
- 217ft / 66.4mTotal length
- $50,245,000Total costs
- 41,071Total average daily traffic
- 2,217Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Waterford
- No street view available for this location
- New bridges - historical statistics
- 51900-1909
- 11910-1919
- 11930-1939
- 11940-1949
- 11980-1989
- 31990-1999
- Reconstructed bridges - Historical Statistics
- 41990-1999
- 02000-2009
- 12010-2019
- Bridge Condition - Deck
- 25.0%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Superstructure
- 12.5%Very good
- 25.0%Good
- 25.0%Satisfactory
- 25.0%Fair
- 12.5%Poor
- Bridge Condition - Substructure
- 12.5%Very good
- 12.5%Good
- 37.5%Satisfactory
- 37.5%Fair
- Bridge Condition - Channel
- 40.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
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Structure Number: 226798, Location: RT32 .5MI S OF WATERFORD (Lat: 42.787383, Lng: -73.691931), Route carried "on" structure: Business City street , Year Built: 1988, Status: Open, Structure Length: 1.13m (3.71ft), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: OLD CHAMPLAIN CANAL, Facility Carried by Structure: OCONNOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 80.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $106,000, Total Project Cost: $288,000 ( Estimate for 2021)
Structure Number: 226798, Location: RT32 .5MI S OF WATERFORD (Lat: 42.787383, Lng: -73.691931), Route carried "on" structure: Business City street , Year Built: 1988, Status: Open, Structure Length: 1.13m (3.71ft), Truck Traffic: 10%, Design Load: HS 20, Features Intersected: OLD CHAMPLAIN CANAL, Facility Carried by Structure: OCONNOR DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.9m (35.8ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 80.4 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $182,000, Roadway Improvement Cost: $106,000, Total Project Cost: $288,000 ( Estimate for 2021)
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Structure Number: 330346, Location: 2.0MI W OF MELROSE (Lat: 42.833992, Lng: -73.663989), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 731 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,023 (year 2036), Features Intersected: HUDSONR.BACKWATER, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 46.0 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $252,000, Total Project Cost: $682,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 330346, Location: 2.0MI W OF MELROSE (Lat: 42.833992, Lng: -73.663989), Route carried "on" structure: County highway , Year Built: 1949, Status: Posted for load, Structure Length: 1.01m (3.31ft), Average Daily Traffic: 731 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 1,023 (year 2036), Features Intersected: HUDSONR.BACKWATER, Facility Carried by Structure: RIVER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.237, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 7.6m (24.9ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 46.0 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: 35.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, 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: 1.00m (3.28ft), Designated Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: April 2021, Underwater Inspection Date: September 2018, Bridge Improvement Cost: $430,000, Roadway Improvement Cost: $252,000, Total Project Cost: $682,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 336419, Location: IN WATERFORD (Lat: 42.794447, Lng: -73.679919), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,619 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE & HUDSON, Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,654,000, Roadway Improvement Cost: $969,000, Total Project Cost: $2,623,000 ( 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: 336419, Location: IN WATERFORD (Lat: 42.794447, Lng: -73.679919), Route carried "on" structure: City street , Year Built: 1999, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,619 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 6,825 (year 2040), Design Load: HS 25 or greater, Features Intersected: DELAWARE & HUDSON, Facility Carried by Structure: SIXTH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.451, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.9m (81.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 15.8m (51.8ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2021, Bridge Improvement Cost: $1,654,000, Roadway Improvement Cost: $969,000, Total Project Cost: $2,623,000 ( 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: 400095, Location: JCT RTE 4 HUDSON RIVER (Lat: 42.788281, Lng: -73.672667), Route carried "on" structure: US 4, Year Built: 1909, Year Reconstructed: 2017, Status: Posted for load-capacity, Structure Length: 22.65m (74.31ft), Average Daily Traffic: 10,184 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,231 (year 2040), Features Intersected: HUDSON R & CANAL
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.64m (74.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $11,607,000, Roadway Improvement Cost: $6,797,000, Total Project Cost: $18,405,000 ( 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: 400095, Location: JCT RTE 4 HUDSON RIVER (Lat: 42.788281, Lng: -73.672667), Route carried "on" structure: US 4, Year Built: 1909, Year Reconstructed: 2017, Status: Posted for load-capacity, Structure Length: 22.65m (74.31ft), Average Daily Traffic: 10,184 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 10,231 (year 2040), Features Intersected: HUDSON R & CANAL
Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Navigation Control: Yes ( Vertical Clearance: 6.7m (22.0ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 4, Length of Maximum Span: 61.0m (200.1ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 6.8m (22.3ft), Out-to-Out Width: 7.9m (25.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 30.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 18.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 22.64m (74.28ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: May 2018, Bridge Improvement Cost: $11,607,000, Roadway Improvement Cost: $6,797,000, Total Project Cost: $18,405,000 ( 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: 402251, Location: JCT RTE 32 & ERIE CANAL (Lat: 42.791628, Lng: -73.684414), Route carried "on" structure: State highway 32, Year Built: 1907, Year Reconstructed: 2004, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 11,789 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,844 (year 2040), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 9.3m (30.5ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $6,068,000, Roadway Improvement Cost: $3,553,000, Total Project Cost: $9,621,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
Structure Number: 402251, Location: JCT RTE 32 & ERIE CANAL (Lat: 42.791628, Lng: -73.684414), Route carried "on" structure: State highway 32, Year Built: 1907, Year Reconstructed: 2004, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 11,789 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 11,844 (year 2040), Design Load: HS 25 or greater, Features Intersected: ERIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.915, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.4m (34.1ft), Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 9.3m (30.5ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 37.1m (121.7ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 10.4m (34.1ft), Out-to-Out Width: 16.8m (55.1ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Very good, Channel: Very good, Operating Rating: 70.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.90m (12.80ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $6,068,000, Roadway Improvement Cost: $3,553,000, Total Project Cost: $9,621,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Cathodic Protection
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Structure Number: 402252, Location: SH 32 & OLD CHAMPLAIN CNL (Lat: 42.790972, Lng: -73.680681), Route carried "on" structure: State highway 32, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,610 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,655 (year 2040), Design Load: HS 25 or greater, Features Intersected: OLD CHAMPLAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $302,000, Total Project Cost: $817,000 ( Estimate for 2021)
Structure Number: 402252, Location: SH 32 & OLD CHAMPLAIN CNL (Lat: 42.790972, Lng: -73.680681), Route carried "on" structure: State highway 32, Year Built: 1995, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 9,610 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 9,655 (year 2040), Design Load: HS 25 or greater, Features Intersected: OLD CHAMPLAIN CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.220, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 4.6m (15.1ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft)
Condition: Channel: Very good, Culverts: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $515,000, Roadway Improvement Cost: $302,000, Total Project Cost: $817,000 ( Estimate for 2021)
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Structure Number: 441506, Location: IN WATERFORD (Lat: 42.790203, Lng: -73.686025), Route carried "on" structure: Other road , Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 559 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 783 (year 2036), Design Load: HS 20, Features Intersected: OLD CHAMPLN CANAL, Facility Carried by Structure: BURTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,019,000 ( 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: 441506, Location: IN WATERFORD (Lat: 42.790203, Lng: -73.686025), Route carried "on" structure: Other road , Year Built: 1938, Year Reconstructed: 1990, Status: Open, Structure Length: 3.51m (11.52ft), Average Daily Traffic: 559 (year 2016), Truck Traffic: 5%, Average Future Daily Traffic: 783 (year 2036), Design Load: HS 20, Features Intersected: OLD CHAMPLN CANAL, Facility Carried by Structure: BURTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 17.0m (55.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Fair, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2020, Critical Feature Inspection Date: December 2020, Bridge Improvement Cost: $643,000, Roadway Improvement Cost: $376,000, Total Project Cost: $1,019,000 ( 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: 441508, Location: IN WATERFORD (Lat: 42.791953, Lng: -73.680122), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,829 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,263 (year 2040), Design Load: HS 25 or greater, Features Intersected: OLD CHAMPLN CANAL, Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $111,000, Total Project Cost: $300,000 ( Estimate for 2021)
Structure Number: 441508, Location: IN WATERFORD (Lat: 42.791953, Lng: -73.680122), Route carried "on" structure: Other road , Year Built: 1994, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 1,829 (year 2019), Truck Traffic: 2%, Average Future Daily Traffic: 2,263 (year 2040), Design Load: HS 25 or greater, Features Intersected: OLD CHAMPLN CANAL, Facility Carried by Structure: DIVISION STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.290, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.1m (33.1ft), Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft)
Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 66.2 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: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2020, Bridge Improvement Cost: $189,000, Roadway Improvement Cost: $111,000, Total Project Cost: $300,000 ( Estimate for 2021)
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Structure Number: 441509, Location: WATERFORD @ E1 & ERIE C (Lat: 42.785958, Lng: -73.679567), Route carried "on" structure: ServiceOther road , Year Built: 1913, Year Reconstructed: 2004, Status: Open, Structure Length: 20.42m (66.99ft), Truck Traffic: 10%, Features Intersected: ERIE BARGE CANAL, CANAL, Facility Carried by Structure: BR. TO PEEBLES IS
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.42m (66.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $7,440,000, Roadway Improvement Cost: $4,357,000, Total Project Cost: $11,797,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 441509, Location: WATERFORD @ E1 & ERIE C (Lat: 42.785958, Lng: -73.679567), Route carried "on" structure: ServiceOther road , Year Built: 1913, Year Reconstructed: 2004, Status: Open, Structure Length: 20.42m (66.99ft), Truck Traffic: 10%, Features Intersected: ERIE BARGE CANAL, CANAL, Facility Carried by Structure: BR. TO PEEBLES IS
Minimum Vertical Clearance: 6.78m (22.24ft), Kilometerpoint: 0.193, Lanes on structure: 1, Owner: State Agenciy, Approaching Roadway Width: 5.2m (17.1ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 6.1m (20.0ft), Horizontal Clearance: 30.4m (99.7ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 5, Length of Maximum Span: 49.1m (161.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 3.0m (9.8ft), Curb-To-Curb Width: 3.7m (12.1ft), Out-to-Out Width: 5.2m (17.1ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 62.4 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: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 20.42m (66.99ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: July 2020, Critical Feature Inspection Date: July 2020, Underwater Inspection Date: July 2021, Bridge Improvement Cost: $7,440,000, Roadway Improvement Cost: $4,357,000, Total Project Cost: $11,797,000 ( Estimate for 2021), Deck Structure Type: Open Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 44151, Location: FOURTH ST & ERIE C @ E2 (Lat: 42.788553, Lng: -73.680772), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1999, Status: Open, Structure Length: 4.97m (16.31ft), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 30.1m (98.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.8m (156.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $2,600,000, Roadway Improvement Cost: $1,523,000, Total Project Cost: $4,123,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 44151, Location: FOURTH ST & ERIE C @ E2 (Lat: 42.788553, Lng: -73.680772), Route carried "on" structure: City street , Year Built: 1907, Year Reconstructed: 1999, Status: Open, Structure Length: 4.97m (16.31ft), Truck Traffic: 5%, Design Load: HS 20, Features Intersected: ERIE CANAL, Facility Carried by Structure: FOURTH STREET
Minimum Vertical Clearance: 5.84m (19.16ft), Kilometerpoint: 0.080, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Navigation Control: Yes ( Vertical Clearance: 8.2m (26.9ft), Horizontal Clearance: 30.1m (98.8ft)), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 47.8m (156.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.9m (19.4ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: High priority of corrective action, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: September 2020, Critical Feature Inspection Date: September 2020, Bridge Improvement Cost: $2,600,000, Roadway Improvement Cost: $1,523,000, Total Project Cost: $4,123,000 ( Estimate for 2021), Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 441514, Location: LOCK 3E ACCESS & ERIE C (Lat: 42.795650, Lng: -73.685686), Route carried "on" structure: Ramp State lands road , Year Built: 1906, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 250 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2029), Features Intersected: CANAL LOCK 3SPLWY, Facility Carried by Structure: ACCESS RD-LOCK E3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $570,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 441514, Location: LOCK 3E ACCESS & ERIE C (Lat: 42.795650, Lng: -73.685686), Route carried "on" structure: Ramp State lands road , Year Built: 1906, Status: Posted for load, Structure Length: 3.81m (12.50ft), Average Daily Traffic: 250 (year 2009), Truck Traffic: 10%, Average Future Daily Traffic: 350 (year 2029), Features Intersected: CANAL LOCK 3SPLWY, Facility Carried by Structure: ACCESS RD-LOCK E3
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 3.4m (11.2ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 1, Length of Maximum Span: 9.4m (30.8ft), Curb-To-Curb Width: 3.6m (11.8ft), Out-to-Out Width: 3.7m (12.1ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 10.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal 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: 3.20m (10.50ft), Designated Inspection Frequency: Every 12 months, Inspection Date: May 2021, Bridge Improvement Cost: $360,000, Roadway Improvement Cost: $211,000, Total Project Cost: $570,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 441512, Location: .25MI.UPSTREAM OF RTE32BR (Lat: 42.793200, Lng: -73.685531), Route carried "under" structure: ServiceOther road , Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Features Intersected: D O T SHOP ROAD, ERIE-BA, Facility Carried by Structure: D&H RAILROAD 153S
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 19.2m (63.0ft)
Structure Number: 441512, Location: .25MI.UPSTREAM OF RTE32BR (Lat: 42.793200, Lng: -73.685531), Route carried "under" structure: ServiceOther road , Year Built: 1907, Structure Length: 0. m, Average Daily Traffic: 500 (year 2021), Features Intersected: D O T SHOP ROAD, ERIE-BA, Facility Carried by Structure: D&H RAILROAD 153S
Minimum Vertical Clearance: 4.37m (14.34ft), Kilometerpoint: 0.000, Lanes under structure: 2, Material/Design: Steel, Design/Construction: Truss - Thru, Length of Maximum Span: 19.2m (63.0ft)