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Bridge Statistics for Plymouth, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Plymouth, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 11 Total length: 34 meters (112ft) Total costs: $8,517,000 Total average daily traffic: 11,904 Total average daily truck traffic: 1,032 Total future (year 2016) average daily traffic: 15,811 National Bridge Inventory (NBI) Registered Bridges for Plymouth
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 101742, Location: 6.9 MI NW JCT RTS 23 & 12 (Lat: 42.599603, Lng: -75.610797), Route carried "on" structure: State highway 23, Year Built: 1997, Status: Open, Structure Length: 3.26m (10.70ft), Average Daily Traffic: 1,445 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,973 (year 2026), Design Load: HS 25, Features Intersected: CANASAWACTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 25.406, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 6 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: 10.9m (35.8ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.26m (10.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $124,000, Total Project Cost: $340,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 101743, Location: 6.3 MI NW JCT RTS 23 + 12 (Lat: 42.597417, Lng: -75.598717), Route carried "on" structure: State highway 23, Year Built: 1931, Year Reconstructed: 1975, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 1,445 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,973 (year 2026), Design Load: H 20, Features Intersected: CANASAWACTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.025, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: 8.8m (28.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Operating Rating: 82.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $124,000, Total Project Cost: $340,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101744, Location: 5.2 MI NW JCT RTS 23 + 12 (Lat: 42.589889, Lng: -75.580858), Route carried "on" structure: State highway 23, Year Built: 1936, Year Reconstructed: 1967, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 1,638 (year 2005), Truck Traffic: 9%, Average Future Daily Traffic: 2,237 (year 2025), Design Load: H 20, Features Intersected: CANASAWACTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.465, 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: 8.9m (29.2ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.0 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: 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: September 2007, Critical Feature Inspection Date: September 2007, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $340,000, Total Project Cost: $912,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 101745, Location: 4 MI NW JCT SH 23 & SH 12 (Lat: 42.581219, Lng: -75.564411), Route carried "on" structure: State highway 23, Year Built: 2000, Status: Open, Structure Length: 12.68m (41.60ft), Average Daily Traffic: 1,638 (year 2005), Truck Traffic: 12%, Average Future Daily Traffic: 2,258 (year 2025), Design Load: HS 25, Features Intersected: CANASAWACTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 32.439, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), 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: 10.7m (35.1ft), Out-to-Out Width: 11.7m (38.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Good, Operating Rating: 98.9 metric tons, Inventory Rating: 40.8 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 12.68m (41.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $572,000, Roadway Improvement Cost: $340,000, Total Project Cost: $912,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Galvanized Reinforcing Find on map >>
Structure Number: 105348, Location: 8.9 MI SE JCT SH 23 & SH (Lat: 42.606228, Lng: -75.655514), Route carried "on" structure: State highway 23, Year Built: 1969, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,445 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,973 (year 2026), Design Load: H 20, Features Intersected: CANASAWACTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.870, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Channel: Very good, Operating Rating: 71.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: 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 2006, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $160,000, Total Project Cost: $430,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 105349, Location: 8.5 MI NW JCT SH 23 & SH (Lat: 42.601703, Lng: -75.638225), Route carried "on" structure: State highway 23, Year Built: 1969, Status: Open, Structure Length: 2.71m (8.89ft), Average Daily Traffic: 1,445 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 1,973 (year 2026), Design Load: H 20, Features Intersected: CANASAWACTA CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.835, Lanes on structure: 4, 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Channel: Very good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.71m (8.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $270,000, Roadway Improvement Cost: $160,000, Total Project Cost: $430,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 33512, Location: 2.1 MI SE OF PLYMOUTH (Lat: 42.596672, Lng: -75.583169), Route carried "on" structure: City street , Year Built: 2000, Status: Open, Structure Length: 3.50m (11.48ft), Average Daily Traffic: 21 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 29 (year 2025), Design Load: HS 25, Features Intersected: E CANASAWACTA CRK, Facility Carried by Structure: TOWN ROAD 21 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 15.0m (49.2ft), Skew: 10 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 33.0m (108.3ft), Curb-To-Curb Width: 22.8m (74.8ft), Out-to-Out Width: 24.2m (79.4ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Good, 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.50m (11.48ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $1,826,000, Roadway Improvement Cost: $1,086,000, Total Project Cost: $2,912,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335121, Location: 0.2 MI N OF NYS 23 (Lat: 42.604219, Lng: -75.586817), Route carried "on" structure: County highway , Year Built: 1992, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 1,615 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,913 (year 2027), Design Load: HS 20+Mod, Features Intersected: E BR CANASAWACTA, Facility Carried by Structure: CR 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, 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: 21.0m (68.9ft), Curb-To-Curb Width: 9.2m (30.2ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Excellent, Inventory Rating: 72.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $467,000, Roadway Improvement Cost: $278,000, Total Project Cost: $745,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 335122, Location: 0.1 MI SO OF PLYMOUTH (Lat: 42.616017, Lng: -75.603333), Route carried "on" structure: City street , Year Built: 1949, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 157 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 219 (year 2019), Features Intersected: E CANASAWACTA CRK, Facility Carried by Structure: PIKE HILL RD TR22 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.4m (21.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Serious, Channel: Satisfactory, 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: High priority of corrective action, Deck Geometry: Somewhat better than minimum adequacy, 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 2007, Bridge Improvement Cost: $198,000, Roadway Improvement Cost: $118,000, Total Project Cost: $316,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 335123, Location: 2.0 MI NW OF PLYMOUTH (Lat: 42.636319, Lng: -75.624436), Route carried "on" structure: County highway , Year Built: 1979, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 988 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 1,170 (year 2027), Design Load: H 20, Features Intersected: HAWLEY BROOK, Facility Carried by Structure: COUNTY ROAD NO 16 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), 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: Good, Operating Rating: 72.5 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, 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: July 2006, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $100,000, Total Project Cost: $268,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 336704, Location: 2 MI E OF NORTH PHARSALIA (Lat: 42.603797, Lng: -75.645333), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.97m (3.18ft), Average Daily Traffic: 67 (year 1996), Truck Traffic: 6%, Average Future Daily Traffic: 93 (year 2016), Features Intersected: CANASAWACTA CREEK, Facility Carried by Structure: OLD ROUTE 23 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Serious, Channel: Fair, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.97m (3.18ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $547,000, Roadway Improvement Cost: $365,000, Total Project Cost: $912,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Plymouth, NY, New York, All US cities.
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