Bridge Statistics for Stratford, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 49ft / 14.6mTotal length
- $6,931,000Total costs
- 2,057Total average daily traffic
- 128Total average daily truck traffic
- 2,567Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Stratford
- No street view available for this location
- New bridges - historical statistics
- 51930-1939
- 11950-1959
- 11960-1969
- 11970-1979
- 11980-1989
- 11990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 22010-2019
- 12020-2022
- Bridge Condition - Deck
- 11.1%Excellent
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 22.2%Fair
- 11.1%Poor
- Bridge Condition - Superstructure
- 11.1%Very good
- 22.2%Good
- 11.1%Satisfactory
- 44.4%Fair
- 11.1%Poor
- Bridge Condition - Substructure
- 11.1%Very good
- 11.1%Good
- 33.3%Satisfactory
- 33.3%Fair
- 11.1%Poor
- Bridge Condition - Channel
- 9.1%Good
- 45.5%Satisfactory
- 27.3%Fair
- 18.2%Poor
- Bridge Condition - Culverts
- 50.0%Very good
- 50.0%Satisfactory
Find on map >> Show street view
Structure Number: 102074, Location: 8 MI W JCT RTS 10 & 29A (Lat: 43.179872, Lng: -74.696011), Route carried "on" structure: State highway 29A, Year Built: 1931, Year Reconstructed: 2018, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 439 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 457 (year 2040), Design Load: HS 20, Features Intersected: EAST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $2,322,000, Roadway Improvement Cost: $1,360,000, Total Project Cost: $3,681,000 ( 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: 102074, Location: 8 MI W JCT RTS 10 & 29A (Lat: 43.179872, Lng: -74.696011), Route carried "on" structure: State highway 29A, Year Built: 1931, Year Reconstructed: 2018, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 439 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 457 (year 2040), Design Load: HS 20, Features Intersected: EAST CANADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.016, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 0.0m, Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 2020, Critical Feature Inspection Date: November 2020, Bridge Improvement Cost: $2,322,000, Roadway Improvement Cost: $1,360,000, Total Project Cost: $3,681,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing
Find on map >> Show street view
Structure Number: 102075, Location: 3.1 MI W JCT RTS 10 & 29A (Lat: 43.179217, Lng: -74.579542), Route carried "on" structure: State highway 29A, Year Built: 1994, Year Reconstructed: 2020, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 439 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 457 (year 2040), Design Load: HL 93, Features Intersected: BURNT VLY STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $651,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 102075, Location: 3.1 MI W JCT RTS 10 & 29A (Lat: 43.179217, Lng: -74.579542), Route carried "on" structure: State highway 29A, Year Built: 1994, Year Reconstructed: 2020, Status: Open, Structure Length: 1.92m (6.30ft), Average Daily Traffic: 439 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 457 (year 2040), Design Load: HL 93, Features Intersected: BURNT VLY STREAM
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.718, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 17.9m (58.7ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.8m (35.4ft)
Condition: Deck: Excellent, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 82.6 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: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.91m (6.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2020, Bridge Improvement Cost: $411,000, Roadway Improvement Cost: $241,000, Total Project Cost: $651,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Find on map >> Show street view
Structure Number: 220395, Location: 1.0 MI E OF STRATFORD (Lat: 43.183575, Lng: -74.670844), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 146 (year 2036), Features Intersected: AYERS CREEK, Facility Carried by Structure: SEELEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Inventory Rating: 60.8 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: 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: May 2021, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $69,000, Total Project Cost: $188,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220395, Location: 1.0 MI E OF STRATFORD (Lat: 43.183575, Lng: -74.670844), Route carried "on" structure: Other road , Year Built: 1935, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 104 (year 2016), Truck Traffic: 2%, Average Future Daily Traffic: 146 (year 2036), Features Intersected: AYERS CREEK, Facility Carried by Structure: SEELEY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.402, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb-To-Curb Width: 5.7m (18.7ft), Out-to-Out Width: 6.1m (20.0ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Poor, Inventory Rating: 60.8 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: 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: May 2021, Bridge Improvement Cost: $119,000, Roadway Improvement Cost: $69,000, Total Project Cost: $188,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 220404, Location: 5.2 MI NE OF OPPENHEIM (Lat: 43.119894, Lng: -74.635567), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 2018, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12 (year 2016), Average Future Daily Traffic: 17 (year 2036), Features Intersected: MIDDLE SPRITE CREEK, Facility Carried by Structure: IRISH SETTLEMENT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $57,000, Total Project Cost: $154,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Structure Number: 220404, Location: 5.2 MI NE OF OPPENHEIM (Lat: 43.119894, Lng: -74.635567), Route carried "on" structure: Other road , Year Built: 1939, Year Reconstructed: 2018, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 12 (year 2016), Average Future Daily Traffic: 17 (year 2036), Features Intersected: MIDDLE SPRITE CREEK, Facility Carried by Structure: IRISH SETTLEMENT R
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.142, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.2m (17.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 5.2m (17.1ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Very good, Superstructure: Fair, Substructure: Poor, Channel: Satisfactory, Operating Rating: 96.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $97,000, Roadway Improvement Cost: $57,000, Total Project Cost: $154,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Wood or Timber
Find on map >> Show street view
Structure Number: 220405, Location: AT VILLAGE OF STRATFORD (Lat: 43.179883, Lng: -74.692542), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: AYERS CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $119,000, Total Project Cost: $323,000 ( Estimate for 2021)
Structure Number: 220405, Location: AT VILLAGE OF STRATFORD (Lat: 43.179883, Lng: -74.692542), Route carried "on" structure: Other road , Year Built: 2006, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: AYERS CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.097, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 11.1m (36.4ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2020, Bridge Improvement Cost: $204,000, Roadway Improvement Cost: $119,000, Total Project Cost: $323,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 220406, Location: AT VILLAGE OF STRATFORD (Lat: 43.180564, Lng: -74.690694), Route carried "on" structure: Other road , Year Built: 1934, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: AYERS CREEK, Facility Carried by Structure: CR24 PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $79,000, Total Project Cost: $215,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220406, Location: AT VILLAGE OF STRATFORD (Lat: 43.180564, Lng: -74.690694), Route carried "on" structure: Other road , Year Built: 1934, Status: Posted for load, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: AYERS CREEK, Facility Carried by Structure: CR24 PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb-To-Curb Width: 6.5m (21.3ft), Out-to-Out Width: 7.0m (23.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Poor, Operating Rating: 25.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, 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: 0.73m (2.40ft), Designated Inspection Frequency: Every 12 months, Inspection Date: June 2021, Bridge Improvement Cost: $136,000, Roadway Improvement Cost: $79,000, Total Project Cost: $215,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 220408, Location: AT OREGON (Lat: 43.254397, Lng: -74.653794), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: EAST CANADA CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.960, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 21.7 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: 16.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $165,000, Total Project Cost: $447,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220408, Location: AT OREGON (Lat: 43.254397, Lng: -74.653794), Route carried "on" structure: Other road , Year Built: 1952, Status: Open, Structure Length: 1.74m (5.71ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: EAST CANADA CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.960, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb-To-Curb Width: 5.3m (17.4ft), Out-to-Out Width: 5.5m (18.0ft)
Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 21.7 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: 16.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.73m (5.68ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $165,000, Total Project Cost: $447,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 220409, Location: AT STRATFORD (Lat: 43.180342, Lng: -74.695367), Route carried "on" structure: Other road , Year Built: 1937, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11 (year 2016), Average Future Daily Traffic: 15 (year 2036), Features Intersected: AYERS CREEK, Facility Carried by Structure: DUGWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $69,000, Total Project Cost: $187,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 220409, Location: AT STRATFORD (Lat: 43.180342, Lng: -74.695367), Route carried "on" structure: Other road , Year Built: 1937, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 11 (year 2016), Average Future Daily Traffic: 15 (year 2036), Features Intersected: AYERS CREEK, Facility Carried by Structure: DUGWAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.064, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.2m (26.9ft), Curb-To-Curb Width: 5.4m (17.7ft), Out-to-Out Width: 5.6m (18.4ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $118,000, Roadway Improvement Cost: $69,000, Total Project Cost: $187,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 226732, Location: AT VILLAGE OF STRATFORD (Lat: 43.182372, Lng: -74.687164), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: AYERS CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: $228,000, Roadway Improvement Cost: $133,000, Total Project Cost: $361,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 226732, Location: AT VILLAGE OF STRATFORD (Lat: 43.182372, Lng: -74.687164), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Features Intersected: AYERS CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.611, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 8.3m (27.2ft), Out-to-Out Width: 8.5m (27.9ft)
Condition: Deck: Satisfactory, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 47.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Somewhat better than minimum adequacy, 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: $228,000, Roadway Improvement Cost: $133,000, Total Project Cost: $361,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Find on map >> Show street view
Structure Number: 330696, Location: 5.5 MI NW OF LASSELLVILLE (Lat: 43.132294, Lng: -74.628383), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 332 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 465 (year 2036), Design Load: H 20, Features Intersected: SPRITE CREEK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.360, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.3 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $272,000 ( Estimate for 2021)
Structure Number: 330696, Location: 5.5 MI NW OF LASSELLVILLE (Lat: 43.132294, Lng: -74.628383), Route carried "on" structure: County highway , Year Built: 1964, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 332 (year 2016), Truck Traffic: 7%, Average Future Daily Traffic: 465 (year 2036), Design Load: H 20, Features Intersected: SPRITE CREEK, Facility Carried by Structure: COUNTY ROAD 119
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.360, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft)
Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 73.3 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $172,000, Roadway Improvement Cost: $101,000, Total Project Cost: $272,000 ( Estimate for 2021)
Find on map >> Show street view
Structure Number: 335818, Location: AT KNAPPVILLE (Lat: 43.231506, Lng: -74.659747), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Design Load: H 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $167,000, Total Project Cost: $452,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335818, Location: AT KNAPPVILLE (Lat: 43.231506, Lng: -74.659747), Route carried "on" structure: Other road , Year Built: 1973, Status: Open, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 144 (year 2019), Truck Traffic: 4%, Average Future Daily Traffic: 202 (year 2039), Design Load: H 20, Features Intersected: NORTH CREEK, Facility Carried by Structure: PISECO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.096, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.7m (44.9ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.3m (24.0ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.52m (4.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2021, Bridge Improvement Cost: $285,000, Roadway Improvement Cost: $167,000, Total Project Cost: $452,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous