Bridge Statistics for Plymouth, New York (NY)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 11Number of bridges
- 108ft / 32.8mTotal length
- $17,756,000Total costs
- 13,806Total average daily traffic
- 1,373Total average daily truck traffic
- 15,053Total future (year 2036) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Plymouth
- No street view available for this location
- New bridges - historical statistics
- 21930-1939
- 21960-1969
- 11970-1979
- 21990-1999
- 32000-2009
- 12010-2019
- Bridge Condition - Deck
- 10.0%Excellent
- 30.0%Very good
- 20.0%Good
- 20.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Superstructure
- 10.0%Excellent
- 20.0%Very good
- 40.0%Good
- 10.0%Satisfactory
- 20.0%Fair
- Bridge Condition - Substructure
- 10.0%Very good
- 40.0%Good
- 20.0%Satisfactory
- 30.0%Fair
- Bridge Condition - Channel
- 36.4%Good
- 27.3%Satisfactory
- 36.4%Fair
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Structure Number: 101742, Location: 6.9 MI NW JCT RTS 23 & 12 (Lat: 42.599539, Lng: -75.611142), Route carried "on" structure: State highway 23, Year Built: 1997, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.116, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,484,000, Roadway Improvement Cost: $869,000, Total Project Cost: $2,353,000 ( 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: 101742, Location: 6.9 MI NW JCT RTS 23 & 12 (Lat: 42.599539, Lng: -75.611142), Route carried "on" structure: State highway 23, Year Built: 1997, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.116, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 29.5m (96.8ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 11.6m (38.1ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 80.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Bridge Improvement Cost: $1,484,000, Roadway Improvement Cost: $869,000, Total Project Cost: $2,353,000 ( 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: 101743, Location: 6.3 MI NW JCT RTS 23 + 12 (Lat: 42.597433, Lng: -75.598819), Route carried "on" structure: State highway 23, Year Built: 1931, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $279,000, Total Project Cost: $755,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 101743, Location: 6.3 MI NW JCT RTS 23 + 12 (Lat: 42.597433, Lng: -75.598819), Route carried "on" structure: State highway 23, Year Built: 1931, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.178, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 1 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: 8.2m (26.9ft), Out-to-Out Width: 8.7m (28.5ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 44.1 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: 34.0 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings, Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $476,000, Roadway Improvement Cost: $279,000, Total Project Cost: $755,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 101744, Location: 5.2 MI NW JCT RTS 23 + 12 (Lat: 42.590156, Lng: -75.581344), Route carried "on" structure: State highway 23, Year Built: 1936, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,686 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 2,702 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $576,000, Total Project Cost: $1,560,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
Structure Number: 101744, Location: 5.2 MI NW JCT RTS 23 + 12 (Lat: 42.590156, Lng: -75.581344), Route carried "on" structure: State highway 23, Year Built: 1936, Status: Open, Structure Length: 2.96m (9.71ft), Average Daily Traffic: 2,686 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 2,702 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.948, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 5 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.0m (29.5ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 48.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.95m (9.68ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Bridge Improvement Cost: $984,000, Roadway Improvement Cost: $576,000, Total Project Cost: $1,560,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 101745, Location: 4 MI NW JCT SH 23 & SH 12 (Lat: 42.581133, Lng: -75.563758), Route carried "on" structure: State highway 23, Year Built: 2000, Status: Open, Structure Length: 12.77m (41.90ft), Average Daily Traffic: 2,686 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 2,739 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 98.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.77m (41.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,392,000, Roadway Improvement Cost: $1,986,000, Total Project Cost: $5,378,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
Structure Number: 101745, Location: 4 MI NW JCT SH 23 & SH 12 (Lat: 42.581133, Lng: -75.563758), Route carried "on" structure: State highway 23, Year Built: 2000, Status: Open, Structure Length: 12.77m (41.90ft), Average Daily Traffic: 2,686 (year 2017), Truck Traffic: 9%, Average Future Daily Traffic: 2,739 (year 2040), Design Load: HS 25 or greater, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 29.734, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 53.0m (173.9ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.8m (38.7ft)
Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 98.9 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: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.77m (41.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2020, Bridge Improvement Cost: $3,392,000, Roadway Improvement Cost: $1,986,000, Total Project Cost: $5,378,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing
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Structure Number: 105348, Location: 8.9 MI SE JCT SH 23 & SH (Lat: 42.606325, Lng: -75.655517), Route carried "on" structure: State highway 23, Year Built: 1969, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 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-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $860,000, Total Project Cost: $2,329,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105348, Location: 8.9 MI SE JCT SH 23 & SH (Lat: 42.606325, Lng: -75.655517), Route carried "on" structure: State highway 23, Year Built: 1969, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.287, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Skew: 4 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-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.9 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, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,469,000, Roadway Improvement Cost: $860,000, Total Project Cost: $2,329,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105349, Location: 8.5 MI NW JCT SH 23 & SH (Lat: 42.601714, Lng: -75.638228), Route carried "on" structure: State highway 23, Year Built: 1969, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.800, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $736,000, Total Project Cost: $1,993,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
Structure Number: 105349, Location: 8.5 MI NW JCT SH 23 & SH (Lat: 42.601714, Lng: -75.638228), Route carried "on" structure: State highway 23, Year Built: 1969, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,392 (year 2015), Truck Traffic: 13%, Average Future Daily Traffic: 1,400 (year 2040), Design Load: H 20, Features Intersected: CANASAWACTA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.800, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), 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-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 65.3 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 minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2020, Bridge Improvement Cost: $1,257,000, Roadway Improvement Cost: $736,000, Total Project Cost: $1,993,000 ( Estimate for 2021), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 33167, Location: 1.2 MI S OF DALTON (Lat: 42.524239, Lng: -77.953333), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 137 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 192 (year 2040), Features Intersected: KESHEQUA CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,016,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 33167, Location: 1.2 MI S OF DALTON (Lat: 42.524239, Lng: -77.953333), Route carried "on" structure: Other road , Year Built: 2013, Status: Open, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 137 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 192 (year 2040), Features Intersected: KESHEQUA CREEK, Facility Carried by Structure: OLD STATE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.660, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.8m (55.1ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.7m (31.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 58.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2021, Bridge Improvement Cost: $641,000, Roadway Improvement Cost: $375,000, Total Project Cost: $1,016,000 ( Estimate for 2021), Deck Structure Type: Wood or Timber, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 33512, Location: 2.1 MI SE OF PLYMOUTH (Lat: 42.596667, Lng: -75.583511), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 21 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 29 (year 2036), Design Load: HS 25 or greater, Features Intersected: E CANASAWACTA CRK, Facility Carried by Structure: TOWN ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $295,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 33512, Location: 2.1 MI SE OF PLYMOUTH (Lat: 42.596667, Lng: -75.583511), Route carried "on" structure: Other road , Year Built: 2000, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 21 (year 2016), Truck Traffic: 9%, Average Future Daily Traffic: 29 (year 2036), Design Load: HS 25 or greater, Features Intersected: E CANASAWACTA CRK, Facility Carried by Structure: TOWN ROAD 21
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.416, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum 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: 1.06m (3.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $186,000, Roadway Improvement Cost: $109,000, Total Project Cost: $295,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335121, Location: 0.2 MI N OF NYS 23 (Lat: 42.604061, Lng: -75.586875), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,488 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,083 (year 2036), Design Load: HS 20+Mod, Features Intersected: E BR CANASAWACTA, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 67.1 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $845,000, Roadway Improvement Cost: $495,000, Total Project Cost: $1,340,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 335121, Location: 0.2 MI N OF NYS 23 (Lat: 42.604061, Lng: -75.586875), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,488 (year 2016), Truck Traffic: 6%, Average Future Daily Traffic: 2,083 (year 2036), Design Load: HS 20+Mod, Features Intersected: E BR CANASAWACTA, Facility Carried by Structure: CR 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.853, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), 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: 21.3m (69.9ft), Curb-To-Curb Width: 9.3m (30.5ft), Out-to-Out Width: 9.9m (32.5ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Fair, Inventory Rating: 67.1 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $845,000, Roadway Improvement Cost: $495,000, Total Project Cost: $1,340,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 335122, Location: 0.1 MI SO OF PLYMOUTH (Lat: 42.616133, Lng: -75.603250), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 189 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 265 (year 2036), Features Intersected: EAST CANASAWACTA CREEK, Facility Carried by Structure: PIKE HILL ROAD TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 81.6 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $208,000, Total Project Cost: $562,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
Structure Number: 335122, Location: 0.1 MI SO OF PLYMOUTH (Lat: 42.616133, Lng: -75.603250), Route carried "on" structure: Other road , Year Built: 2001, Status: Open, Structure Length: 1.16m (3.81ft), Average Daily Traffic: 189 (year 2016), Truck Traffic: 3%, Average Future Daily Traffic: 265 (year 2036), Features Intersected: EAST CANASAWACTA CREEK, Facility Carried by Structure: PIKE HILL ROAD TR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.735, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.4m (24.3ft)
Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Fair, Channel: Fair, Operating Rating: 81.6 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: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2021, Bridge Improvement Cost: $355,000, Roadway Improvement Cost: $208,000, Total Project Cost: $562,000 ( Estimate for 2021), Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Other
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Structure Number: 335123, Location: 2.0 MI NW OF PLYMOUTH (Lat: 42.636114, Lng: -75.624486), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,031 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,443 (year 2037), Design Load: H 20, Features Intersected: HAWLEY BROOK, Facility Carried by Structure: COUNTY ROAD NO 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.3 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $175,000 ( Estimate for 2021)
Structure Number: 335123, Location: 2.0 MI NW OF PLYMOUTH (Lat: 42.636114, Lng: -75.624486), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 1,031 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 1,443 (year 2037), Design Load: H 20, Features Intersected: HAWLEY BROOK, Facility Carried by Structure: COUNTY ROAD NO 16
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.760, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft)
Condition: Channel: Fair, Culverts: Fair, Operating Rating: 72.3 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, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: High priority of replacement, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2020, Bridge Improvement Cost: $111,000, Roadway Improvement Cost: $65,000, Total Project Cost: $175,000 ( Estimate for 2021)