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Bridge Statistics for Vestal, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Vestal, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 61 Total length: 359 meters (1,178ft) Total costs: $80,513,000 Total average daily traffic: 816,903 Total average daily truck traffic: 63,007 National Bridge Inventory (NBI) Registered Bridges for Vestal
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1012971, Location: 3.5 MI W JCT RTS 17 + 26 (Lat: 42.069136, Lng: -76.103047), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: TRACY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.069, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), 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: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 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: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,575,000, Roadway Improvement Cost: $2,074,000, Total Project Cost: $5,649,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1012972, Location: 3.5 MI W JCT RTS 17 + 26 (Lat: 42.068847, Lng: -76.102978), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: TRACY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.069, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), 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: 11.8m (38.7ft), Out-to-Out Width: 12.7m (41.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.65m (8.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $3,575,000, Roadway Improvement Cost: $2,074,000, Total Project Cost: $5,649,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1012999, Location: JCT RTS 26 + 434 (Lat: 42.089211, Lng: -76.042764), Route carried "on" structure: State highway 26, Year Built: 1964, Year Reconstructed: 2005, Status: Open, Structure Length: 9.41m (30.87ft), Average Daily Traffic: 8,982 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 11,210 (year 2027), Design Load: HS 20, Features Intersected: RTE 434, EX-D.L.& W RWY. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.814, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 24.8m (81.4ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 77.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.41m (30.87ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $2,134,000, Roadway Improvement Cost: $1,189,000, Total Project Cost: $3,323,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1013009, Location: JCT SH 201 & SH 434 (Lat: 42.095647, Lng: -75.971450), Route carried "on" structure: State highway 201, Year Built: 1952, Year Reconstructed: 1974, Status: Open, Structure Length: 3.47m (11.38ft), Average Daily Traffic: 32,234 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 44,383 (year 2026), Design Load: HS 20, Features Intersected: RTE 434 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.336, Lanes on structure: 2, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 0.7m (2.3ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 17.9m (58.7ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Fair, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.47m (11.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,505,000, Roadway Improvement Cost: $895,000, Total Project Cost: $2,400,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1014349, Location: 0.2 MI N JCT RTS 201+434 (Lat: 42.097953, Lng: -75.971292), Route carried "on" structure: State highway 201, Year Built: 1954, Year Reconstructed: 1974, Status: Open, Structure Length: 1.40m (4.59ft), Average Daily Traffic: 32,234 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 44,383 (year 2026), Design Load: HS 20, Features Intersected: OLD VESTAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.348, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.4m (53.8ft), Skew: 37 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 13.4m (44.0ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 23.3m (76.4ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.40m (4.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2006, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $419,000, Total Project Cost: $1,123,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1014359, Location: JCT RTE 201+SUSQUEHANNA R (Lat: 42.103369, Lng: -75.969306), Route carried "on" structure: State highway 201, Year Built: 1954, Year Reconstructed: 2004, Status: Open, Structure Length: 42.91m (140.78ft), Average Daily Traffic: 34,954 (year 2007), Truck Traffic: 9%, Average Future Daily Traffic: 48,128 (year 2027), Design Load: HS 20, Features Intersected: BOLAND DRIVE, SUSQUEHANN Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.832, Lanes on structure: 4, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 99.9m (327.8ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Mixed types, Number Of Spans In Main Unit: 8, Length of Maximum Span: 56.0m (183.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.3 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, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 42.91m (140.78ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Underwater Inspection Date: July 1997, Bridge Improvement Cost: $704,000, Roadway Improvement Cost: $419,000, Total Project Cost: $1,123,000 ( 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: 10184, Location: 6.3 MI S JCT SH26 & SH434 (Lat: 42.006664, Lng: -76.001094), Route carried "on" structure: State highway 26, Year Built: 1976, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 4,750 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,928 (year 2027), Design Load: HS 20, Features Intersected: TRIB CHOCONUT CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.969, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.8m (15.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 76.0 metric tons, Inventory Rating: 32.6 metric tons, 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: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $292,000, Roadway Improvement Cost: $174,000, Total Project Cost: $466,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 101841, Location: 4.4 MI S JCT RTS 26 & 434 (Lat: 42.032475, Lng: -76.014753), Route carried "on" structure: State highway 26, Year Built: 1997, Status: Open, Structure Length: 1.21m (3.97ft), Average Daily Traffic: 4,750 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 5,928 (year 2027), Design Load: HS 25, Features Intersected: SUGAR CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.968, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 2 degrees, Material/Design: Concrete, Design/Construction: Frame, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.5m (37.7ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.21m (3.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $336,000, Roadway Improvement Cost: $200,000, Total Project Cost: $536,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1018431, Location: JCT SH 26 & SUSQUEHANNA R (Lat: 42.094664, Lng: -76.043861), Route carried "on" structure: State highway 26, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 30.21m (99.11ft), Average Daily Traffic: 16,579 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 20,692 (year 2027), Design Load: HS 20, Features Intersected: OLD VESTL RD-CR44, SUSQU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.643, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 56.3m (184.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.21m (99.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $3,640,000, Roadway Improvement Cost: $2,029,000, Total Project Cost: $5,669,000 ( 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: 1018432, Location: JCT SH 26 & SUSQUEHANNA R (Lat: 42.094686, Lng: -76.043739), Route carried "on" structure: State highway 26, Year Built: 1964, Year Reconstructed: 1995, Status: Open, Structure Length: 30.21m (99.11ft), Average Daily Traffic: 16,579 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 20,692 (year 2027), Design Load: HS 20, Features Intersected: OLD VESTL RD-CR44, SUSQU Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.643, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 9, Length of Maximum Span: 56.3m (184.7ft), Curb-To-Curb Width: 13.2m (43.3ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 65.3 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: Somewhat better than minimum adequacy, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 30.21m (99.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: December 2007, Underwater Inspection Date: June 2006, Bridge Improvement Cost: $3,640,000, Roadway Improvement Cost: $2,029,000, Total Project Cost: $5,669,000 ( 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: 1054781, Location: 2.0 MI W JCT RTS 17 + 26 (Lat: 42.079314, Lng: -76.077842), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 3.99m (13.09ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: CASTLE GARDENS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.063, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.99m (13.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054782, Location: 2.0 MI W JCT RTS 17 + 26 (Lat: 42.079103, Lng: -76.077697), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 3.87m (12.70ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: CASTLE GARDENS RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.063, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 13.7m (44.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.87m (12.70ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054791, Location: 1 MI W JCT SH 17 & SH 26 (Lat: 42.085919, Lng: -76.063397), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: CHOCONUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Fair, 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: August 2007, Underwater Inspection Date: November 2007, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054792, Location: 1 MI W JCT SH 17 & SH 26 (Lat: 42.085564, Lng: -76.063328), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 6.40m (21.00ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: CHOCONUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.050, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.40m (21.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054801, Location: 0.6 MI W JCT RTS 17 + 26 (Lat: 42.088589, Lng: -76.053756), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: NORTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.058, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054802, Location: 0.6 MI W JCT RTS 17 + 26 (Lat: 42.088336, Lng: -76.053731), Route carried "on" structure: State highway 17, Year Built: 1969, Status: Open, Structure Length: 4.96m (16.27ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: NORTH MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.058, Lanes on structure: 2, Lanes under structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, 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: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.96m (16.27ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,224,000, Roadway Improvement Cost: $728,000, Total Project Cost: $1,952,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054811, Location: JCT SH 17 & SH 26 (Lat: 42.091919, Lng: -76.043425), Route carried "on" structure: State highway 26, Year Built: 1994, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 10,651 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,896 (year 2025), Design Load: HS 25, Features Intersected: RTE 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.166, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Excellent, Substructure: Good, Operating Rating: 68.0 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $435,000, Total Project Cost: $1,196,000 ( 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: 1054812, Location: JCT SH 17 & SH 26 (Lat: 42.091931, Lng: -76.043303), Route carried "on" structure: State highway 26, Year Built: 1994, Status: Open, Structure Length: 6.49m (21.29ft), Average Daily Traffic: 10,651 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 13,896 (year 2025), Design Load: HS 25, Features Intersected: RTE 17 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.166, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 32.6m (107.0ft), Curb-To-Curb Width: 12.9m (42.3ft), Out-to-Out Width: 13.7m (44.9ft) Condition: Deck: Fair, Superstructure: Excellent, Substructure: Good, Operating Rating: 68.0 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: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.49m (21.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $761,000, Roadway Improvement Cost: $435,000, Total Project Cost: $1,196,000 ( 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: 1054821, Location: 0.8 MI E JCT RTS 17 + 26 (Lat: 42.097092, Lng: -76.030794), Route carried "on" structure: State highway 17, Year Built: 1969, Year Reconstructed: 2003, Status: Open, Structure Length: 5.79m (19.00ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: OLD VESTAL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.340, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 6 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.79m (19.00ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,262,000, Roadway Improvement Cost: $750,000, Total Project Cost: $2,012,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1054822, Location: .8 MI E JCT SH 17 & SH 26 (Lat: 42.097128, Lng: -76.030350), Route carried "on" structure: State highway 17, Year Built: 1969, Year Reconstructed: 2003, Status: Open, Structure Length: 5.02m (16.47ft), Average Daily Traffic: 26,895 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 37,032 (year 2026), Design Load: HS 20+Mod, Features Intersected: OLD VESTL RD-CR44 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.345, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.4m (76.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.1m (33.1ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Fair, Operating Rating: 59.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.02m (16.47ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,096,000, Roadway Improvement Cost: $652,000, Total Project Cost: $1,748,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1063319, Location: 3.4 MI W JCT RTS 434 + 26 (Lat: 42.068497, Lng: -76.102864), Route carried "on" structure: State highway 434, Year Built: 1946, Year Reconstructed: 1989, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 13,218 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 16,497 (year 2027), Design Load: HS 20, Features Intersected: TRACY CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.837, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.4m (66.9ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 20.2m (66.3ft), Out-to-Out Width: 21.0m (68.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 49.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $1,026,000, Roadway Improvement Cost: $610,000, Total Project Cost: $1,636,000 ( 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: 1063329, Location: 1.2MI W JCT RTS 434 & 26 (Lat: 42.084097, Lng: -76.063625), Route carried "on" structure: State highway 434, Year Built: 1946, Status: Open, Structure Length: 4.75m (15.58ft), Average Daily Traffic: 13,218 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 16,497 (year 2027), Design Load: HS 20, Features Intersected: CHOCONUT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.320, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 22.8m (74.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 21.8m (71.5ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Satisfactory, Operating Rating: 66.2 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.75m (15.58ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: October 2006, Underwater Inspection Date: December 2004, Bridge Improvement Cost: $884,000, Roadway Improvement Cost: $505,000, Total Project Cost: $1,389,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 107726, Location: 0.2 MI E RTE 201 (Lat: 42.095400, Lng: -75.965542), Route carried "on" structure: State highway 434, Year Built: 1940, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 37,000 (year 2007), Truck Traffic: 8%, Average Future Daily Traffic: 44,496 , Design Load: H 20, Features Intersected: FULLER HOLLOW CK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 339.145, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 12 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.6m (11.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 72.5 metric tons, Inventory Rating: 32.6 metric tons, 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: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $221,000, Roadway Improvement Cost: $132,000, Total Project Cost: $353,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222586, Location: 3.0 MI SW OF VESTAL (Lat: 42.067303, Lng: -76.102578), Route carried "on" structure: City street , Year Built: 1935, Year Reconstructed: 1972, Status: Open, Structure Length: 2.49m (8.17ft), Average Daily Traffic: 1,844 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,844 (year 2026), Features Intersected: TRACY CREEK, Facility Carried by Structure: OWEGO ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Concrete, Design/Construction: Arch - Deck, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.1m (52.8ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.5m (24.6ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Superstructure: Poor, Substructure: Satisfactory, Channel: Good, Operating Rating: 53.3 metric tons, Inventory Rating: 13.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.49m (8.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,175,000, Roadway Improvement Cost: $788,000, Total Project Cost: $1,963,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222587, Location: 3.5 MI SW OF VESTAL (Lat: 42.052556, Lng: -76.091681), Route carried "on" structure: City street , Year Built: 1969, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 191 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 248 (year 2026), Features Intersected: TRACY CREEK, Facility Carried by Structure: ROCKWELL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: Town or Township Highway Agency, Approaching Roadway Width: 4.8m (15.7ft), Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.0m (45.9ft), Curb-To-Curb Width: 3.8m (12.5ft), Out-to-Out Width: 4.2m (13.8ft) Condition: Deck: Very good, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.46m (4.79ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: April 2007, Critical Feature Inspection Date: April 2007, Bridge Improvement Cost: $135,000, Roadway Improvement Cost: $81,000, Total Project Cost: $216,000 ( Estimate for 2007), Deck Structure Type: Open Grating Find on map >>
Structure Number: 222588, Location: 4.0 MI SW OF VESTAL (Lat: 42.032981, Lng: -76.082436), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 205 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 266 (year 2026), Features Intersected: TRACY CREEK, Facility Carried by Structure: BAKER HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.4m (17.7ft), 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 or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 5.1m (16.7ft), Out-to-Out Width: 5.8m (19.0ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Very good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 0.76m (2.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $96,000, Roadway Improvement Cost: $57,000, Total Project Cost: $153,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222589, Location: 5.0 MILES SW OF VESTAL (Lat: 42.027583, Lng: -76.082806), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 179 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 250 (year 2026), Features Intersected: TRACY CREEK, Facility Carried by Structure: MASON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 5.1m (16.7ft), Skew: 4 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 5.1m (16.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 7.4m (24.3ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 74.7 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $194,000, Total Project Cost: $518,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22259, Location: HAMLET OF VESTAL (Lat: 42.082281, Lng: -76.063769), Route carried "on" structure: City street , Year Built: 1929, Year Reconstructed: 2005, Status: Open, Structure Length: 3.84m (12.60ft), Average Daily Traffic: 3,135 (year 1993), Truck Traffic: 4%, Average Future Daily Traffic: 3,135 (year 2013), Features Intersected: BIG CHOCONUT CRK, Facility Carried by Structure: FRONT STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.6m (31.5ft) Condition: Deck: Excellent, Superstructure: Good, Substructure: Very good, Channel: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 26.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), 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: 3.84m (12.60ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 2007, Bridge Improvement Cost: $324,000, Roadway Improvement Cost: $194,000, Total Project Cost: $518,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 222591, Location: .5 MILE SOUTH OF VESTAL (Lat: 42.071342, Lng: -76.046817), Route carried "on" structure: City street , Year Built: 1930, Year Reconstructed: 1991, Status: Open, Structure Length: 3.71m (12.17ft), Average Daily Traffic: 5,573 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 7,223 (year 2026), Features Intersected: BIG CHOCONUT CRK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.8m (120.7ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.1m (23.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Poor, Operating Rating: 57.2 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: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.71m (12.17ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: June 2007, Critical Feature Inspection Date: June 2007, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $341,000, Total Project Cost: $914,000 ( 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: 222592, Location: 2 MI. SOUTH OF VESTAL (Lat: 42.069897, Lng: -76.041725), Route carried "on" structure: City street , Year Built: 2007, Status: Open, Structure Length: 3.72m (12.20ft), Average Daily Traffic: 2,068 (year 1998), Truck Traffic: 5%, Average Future Daily Traffic: 2,680 (year 2018), Features Intersected: BIG CHOCONUT CRK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Number Of Spans In Main Unit: 1, Length of Maximum Span: 36.3m (119.1ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, 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: Superior to present desirable 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: 3.72m (12.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2006, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $341,000, Total Project Cost: $914,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 222593, Location: 1.5 MI.SE OF VESTAL (Lat: 42.064181, Lng: -76.038119), Route carried "on" structure: City street , Year Built: 1929, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 1,854 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 2,403 (year 2025), Features Intersected: MEEKER CREEK, Facility Carried by Structure: MAIN STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $341,000, Total Project Cost: $914,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222594, Location: 1.5 MILES SE OF VESTAL (Lat: 42.063078, Lng: -76.039883), Route carried "on" structure: City street , Year Built: 1968, Status: Open, Structure Length: 3.44m (11.29ft), Average Daily Traffic: 1,036 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 1,343 (year 2026), Features Intersected: BIG CHOCONUT CRK, Facility Carried by Structure: MEEKER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 16.7m (54.8ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Very good, 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: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 3.44m (11.29ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $573,000, Roadway Improvement Cost: $341,000, Total Project Cost: $914,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222595, Location: 1.6 MI N VESTAL CENTER (Lat: 42.053544, Lng: -76.023942), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.91m (2.99ft), Average Daily Traffic: 1,102 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 1,375 (year 2025), Features Intersected: SHEEDY CREEK, Facility Carried by Structure: SHEEDY ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Skew: 4 degrees, Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.5m (27.9ft) Condition: Channel: Good, Culverts: Very good, Operating Rating: 78.6 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.91m (2.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $216,000, Roadway Improvement Cost: $128,000, Total Project Cost: $344,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222598, Location: 3.2 MILES EAST OF VESTAL (Lat: 42.091222, Lng: -76.011178), Route carried "on" structure: City street , Year Built: 1955, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,277 (year 1999), Truck Traffic: 4%, Average Future Daily Traffic: 2,277 (year 2019), Features Intersected: WILLOW RUN CREEK, Facility Carried by Structure: AFRICAN ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 0.8m (2.6ft), Right: 0.8m (2.6ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Channel: Satisfactory, Operating Rating: 72.8 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.73m (2.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $288,000, Roadway Improvement Cost: $172,000, Total Project Cost: $460,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 222601, Location: 1.0 MI S OF JOHNSON CITY (Lat: 42.082519, Lng: -75.959092), Route carried "on" structure: City street , Year Built: 1961, Status: Open, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 2,036 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 2,639 (year 2026), Design Load: H 20, Features Intersected: FULLER HOLLOW CR., Facility Carried by Structure: WASHINGTON DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.4m (40.7ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Fair, Operating Rating: 70.5 metric tons, Inventory Rating: 18.8 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.82m (2.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $282,000, Roadway Improvement Cost: $168,000, Total Project Cost: $450,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22667, Location: 0.5 MI NE OF VESTAL CENTR (Lat: 42.036275, Lng: -76.008094), Route carried "on" structure: Alternate City street , Year Built: 1981, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 162 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 226 (year 2026), Design Load: H 20, Features Intersected: TRIB SUGAR CREEK, Facility Carried by Structure: GARDNER ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Steel, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.4m (21.0ft) Condition: Channel: Very good, Culverts: Very good, Operating Rating: 74.3 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.64m (2.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $143,000, Roadway Improvement Cost: $85,000, Total Project Cost: $228,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 22694, Location: 4.5 M SOUTH OF ENDICOTT (Lat: 42.018456, Lng: -76.079850), Route carried "on" structure: County highway , Year Built: 1985, Status: Open, Structure Length: 0.60m (1.97ft), Average Daily Traffic: 50 (year 1999), Truck Traffic: 8%, Average Future Daily Traffic: 60 (year 2019), Design Load: HS 20, Features Intersected: TRACY CREEK, Facility Carried by Structure: COLLINS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 8.5m (27.9ft), Material/Design: Aluminum, Iron, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.0m (19.7ft), Curb or Sidewalk Widths: Left: 3.0m (9.8ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 15.3m (50.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 76.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.60m (1.97ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $315,000, Roadway Improvement Cost: $187,000, Total Project Cost: $502,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334985, Location: HAMLET OF VESTAL (Lat: 42.092069, Lng: -76.055569), Route carried "on" structure: County highway , Year Built: 1935, Year Reconstructed: 1987, Status: Open, Structure Length: 22.70m (74.48ft), Average Daily Traffic: 16,895 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 21,087 (year 2027), Design Load: HS 20, Features Intersected: SUSQUEHANNA RIVER, Facility Carried by Structure: CR 48 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 3, Length of Maximum Span: 74.6m (244.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 9.9m (32.5ft) Condition: Deck: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 67.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 45.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 22.70m (74.48ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: November 2006, Critical Feature Inspection Date: November 2006, Underwater Inspection Date: September 2006, Bridge Improvement Cost: $4,887,000, Roadway Improvement Cost: $2,835,000, Total Project Cost: $7,722,000 ( 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: 334986, Location: 2 MI NE OF VESTAL CENTER (Lat: 42.035883, Lng: -76.011775), Route carried "on" structure: County highway , Year Built: 1954, Year Reconstructed: 1980, Status: Open, Structure Length: 0.94m (3.08ft), Average Daily Traffic: 1,170 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,170 (year 2026), Design Load: H 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: POWDERHOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.8m (28.9ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 0.0m, Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 67.2 metric tons, Inventory Rating: 28.9 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.94m (3.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $4,887,000, Roadway Improvement Cost: $2,835,000, Total Project Cost: $7,722,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334987, Location: 1.5 MI NE OF VESTAL CENTR (Lat: 42.038625, Lng: -76.005042), Route carried "on" structure: County highway , Year Built: 1984, Status: Open, Structure Length: 1.03m (3.38ft), Average Daily Traffic: 1,170 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,170 (year 2026), Features Intersected: SUGAR CREEK, Facility Carried by Structure: POWDERHOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 1 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.0m (32.8ft), Curb-To-Curb Width: 10.6m (34.8ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 35.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.03m (3.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $247,000, Roadway Improvement Cost: $147,000, Total Project Cost: $394,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334988, Location: .9 MI NE OF VESTAL CENTER (Lat: 42.036861, Lng: -76.008494), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 1.00m (3.28ft), Average Daily Traffic: 1,170 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,170 (year 2026), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: POWDERHOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 2 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.00m (3.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $243,000, Roadway Improvement Cost: $144,000, Total Project Cost: $387,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 334989, Location: 1.2 MI NE OF VESTAL CENTR (Lat: 42.042364, Lng: -75.996603), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,170 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 1,170 (year 2026), Design Load: HS 20, Features Intersected: SUGAR CREEK, Facility Carried by Structure: POWDERHOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 4 degrees, Material/Design: Wood or Timber, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft), Curb-To-Curb Width: 10.8m (35.4ft), Out-to-Out Width: 11.2m (36.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.79m (2.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $191,000, Roadway Improvement Cost: $114,000, Total Project Cost: $305,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular New York forum Back to: Vestal, NY, New York, All US cities.
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