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Bridge Statistics for Utica, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Utica, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 98 Total length: 887 meters (2,910ft) Total costs: $207,624,000 Total average daily traffic: 1,432,643 Total average daily truck traffic: 166,114 National Bridge Inventory (NBI) Registered Bridges for Utica
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 1002219, Location: JCT 5+8 NEW HARTFORD (Lat: 43.080497, Lng: -75.292211), Route carried "on" structure: State highway 8, Year Built: 1960, Status: Open, Structure Length: 6.76m (22.18ft), Average Daily Traffic: 24,388 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 35,236 (year 2027), Design Load: HS 20, Features Intersected: RTE 5 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.674, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 24.3m (79.7ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.76m (22.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $3,876,000, Roadway Improvement Cost: $2,249,000, Total Project Cost: $6,125,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1002221, Location: 0.2 MI N JCT SH 5 & SH 8 (Lat: 43.081419, Lng: -75.290225), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1973, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 4,897 (year 1999), Truck Traffic: 7%, Average Future Daily Traffic: 7,075 (year 2019), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.0m (49.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Channel: Satisfactory, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2006, Bridge Improvement Cost: $1,354,000, Roadway Improvement Cost: $805,000, Total Project Cost: $2,159,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1002222, Location: 02MI N JCT RTS 5+8 (Lat: 43.081578, Lng: -75.290536), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1973, Status: Open, Structure Length: 3.77m (12.37ft), Average Daily Traffic: 4,897 (year 1999), Truck Traffic: 7%, Average Future Daily Traffic: 7,075 (year 2019), Design Load: HS 20, Features Intersected: SAUQUOIT CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.320, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Poor, Channel: Fair, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.77m (12.37ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,369,000, Roadway Improvement Cost: $814,000, Total Project Cost: $2,183,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1002239, Location: 2.3 MI S JCT SH 5 & SH 5S (Lat: 43.085603, Lng: -75.282936), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 2.95m (9.68ft), Average Daily Traffic: 36,518 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 52,761 (year 2020), Design Load: HS 20, Features Intersected: NY SUSQUEHNNA & W Minimum Vertical Clearance: 9.99m (32.78ft), Kilometerpoint: 1.353, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 26 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 or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 21.9m (71.9ft), Out-to-Out Width: 23.4m (76.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: 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: December 2007, Critical Feature Inspection Date: December 2007, Bridge Improvement Cost: $1,369,000, Roadway Improvement Cost: $814,000, Total Project Cost: $2,183,000 ( 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: 1002249, Location: 2.2 MI S JCT RTS 5 & 5S (Lat: 43.086611, Lng: -75.280192), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 6.94m (22.77ft), Average Daily Traffic: 36,518 (year 2000), Truck Traffic: 7%, Average Future Daily Traffic: 52,761 (year 2020), Design Load: HS 20, Features Intersected: FRENCH ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.334, Lanes on structure: 5, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.6m (84.0ft), Skew: 24 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Fair, Operating Rating: 61.7 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.94m (22.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $3,990,000, Roadway Improvement Cost: $2,315,000, Total Project Cost: $6,305,000 ( 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: 1002259, Location: 1.8 MI S JCT SH 5 & SH 5S (Lat: 43.088289, Lng: -75.276311), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 4.87m (15.98ft), Average Daily Traffic: 30,051 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 43,418 (year 2027), Design Load: HS 20, Features Intersected: FRENCH ROAD RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.762, Lanes on structure: 5, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.9m (81.7ft), Skew: 23 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 25.1m (82.3ft), Out-to-Out Width: 26.6m (87.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,990,000, Roadway Improvement Cost: $2,315,000, Total Project Cost: $6,305,000 ( 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: 1002269, Location: 1.5 MI S JCT SH 5 & SH 5S (Lat: 43.089831, Lng: -75.272411), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1995, Status: Open, Structure Length: 7.52m (24.67ft), Average Daily Traffic: 30,051 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 43,418 (year 2027), Design Load: HS 20, Features Intersected: NY SUSQUEHNNA & W Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.135, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 31.6m (103.7ft), Skew: 25 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb-To-Curb Width: 31.2m (102.4ft), Out-to-Out Width: 35.0m (114.8ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Inventory Rating: 61.7 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.52m (24.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $3,990,000, Roadway Improvement Cost: $2,315,000, Total Project Cost: $6,305,000 ( 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: 1002281, Location: JCT RTS 5A+5S+5 UTICA (Lat: 43.103872, Lng: -75.239142), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1973, Status: Open, Structure Length: 38.40m (125.98ft), Average Daily Traffic: 32,408 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 46,823 (year 2025), Design Load: HS 20, Features Intersected: RTE 5S, COLUMBIA ST, LAF Minimum Vertical Clearance: 5.56m (18.24ft), Kilometerpoint: 5.038, Lanes on structure: 2, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 19, Length of Maximum Span: 27.1m (88.9ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.2m (30.2ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.40m (125.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $7,610,000, Roadway Improvement Cost: $4,415,000, Total Project Cost: $12,025,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1002282, Location: JCT RTS 5A+5S+5 UTICA (Lat: 43.103839, Lng: -75.238986), Route carried "on" structure: State highway 5, Year Built: 1960, Year Reconstructed: 1973, Status: Open, Structure Length: 38.40m (125.98ft), Average Daily Traffic: 32,408 (year 2005), Truck Traffic: 7%, Average Future Daily Traffic: 46,823 (year 2025), Design Load: HS 20, Features Intersected: RTE 5S, COLUMBIA STREET, Minimum Vertical Clearance: 5.53m (18.14ft), Kilometerpoint: 5.038, Lanes on structure: 2, Lanes under structure: 12, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 18, Length of Maximum Span: 34.7m (113.8ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Poor, 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: Meets minimum limits, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.40m (125.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $7,812,000, Roadway Improvement Cost: $4,532,000, Total Project Cost: $12,344,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 100228A, Location: JCT RTS 5A+5S+5 UTICA (Lat: 43.106122, Lng: -75.239150), Route carried "on" structure: Ramp State highway 5, Year Built: 1960, Year Reconstructed: 1973, Status: Open, Structure Length: 10.11m (33.17ft), Average Daily Traffic: 30,254 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 36,952 (year 2020), Design Load: HS 20, Features Intersected: RTE 5S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 649.038, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Poor, Operating Rating: 61.7 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: Meets minimum limits, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.11m (33.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $1,680,000, Roadway Improvement Cost: $999,000, Total Project Cost: $2,679,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 100228B, Location: JCT RTS 5A+5S+5 UTICA (Lat: 43.106033, Lng: -75.238617), Route carried "on" structure: Ramp State highway 5, Year Built: 1960, Year Reconstructed: 1973, Status: Open, Structure Length: 5.76m (18.90ft), Average Daily Traffic: 30,254 (year 2000), Truck Traffic: 6%, Average Future Daily Traffic: 36,952 (year 2020), Design Load: HS 20, Features Intersected: RTE 5S Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 649.038, Lanes on structure: 1, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 0.5m (1.6ft), Right: 0.5m (1.6ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 7.7m (25.3ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Fair, Operating Rating: 73.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.76m (18.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1002291, Location: JCT.RTES 5 & 5S (Lat: 43.108208, Lng: -75.238658), Route carried "on" structure: State highway 5, Year Built: 1990, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 13,175 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 20,254 (year 2027), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK, NY SUS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.583, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.4m (158.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( 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: 1002292, Location: JCT.RTES 5 & 5S (Lat: 43.108150, Lng: -75.238486), Route carried "on" structure: State highway 5, Year Built: 1990, Status: Open, Structure Length: 9.78m (32.09ft), Average Daily Traffic: 13,175 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 20,254 (year 2027), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK, NY SUS Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.583, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 48.4m (158.8ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 76.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.78m (32.09ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( 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: 1002301, Location: .5 MI N JCT SH 5 & SH 5S (Lat: 43.111719, Lng: -75.236625), Route carried "on" structure: Interstate 790, Year Built: 1989, Status: Open, Structure Length: 18.04m (59.19ft), Average Daily Traffic: 13,175 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 20,254 (year 2027), Design Load: HS 20, Features Intersected: MOHAWK ADIR & NO, MOHAWK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.650, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.7m (54.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 49.6m (162.7ft), Curb-To-Curb Width: 16.7m (54.8ft), Out-to-Out Width: 19.2m (63.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Channel: Very good, Inventory Rating: 59.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 18.04m (59.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( 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: 1002302, Location: .5 MI N JCT SH 5 & SH 5S (Lat: 43.111689, Lng: -75.236378), Route carried "on" structure: Interstate 790, Year Built: 1989, Status: Open, Structure Length: 18.50m (60.70ft), Average Daily Traffic: 11,312 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 17,390 (year 2027), Design Load: HS 20, Features Intersected: MOHAWK ADIR & NO, MOHAWK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.934, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 5 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 60.0m (196.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 84.4 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: Somewhat better than minimum adequacy, 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: 18.50m (60.70ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: June 2007, Underwater Inspection Date: September 2000, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( 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: 1002321, Location: JCT OF I90 & I790 (Lat: 43.122019, Lng: -75.230839), Route carried "on" structure: State highway 8, Year Built: 1988, Status: Open, Structure Length: 10.72m (35.17ft), Average Daily Traffic: 11,312 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 17,390 (year 2027), Design Load: HS 20, Features Intersected: RTE I90, RTE I790 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.960, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.4m (40.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 13.6m (44.6ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 98.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( 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: 1002322, Location: JCT OF I90 & I790 (Lat: 43.121911, Lng: -75.230469), Route carried "on" structure: State highway 8, Year Built: 1988, Status: Open, Structure Length: 10.72m (35.17ft), Average Daily Traffic: 10,029 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 14,490 (year 2027), Design Load: HS 20, Features Intersected: RTE I90, RTE I790 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.394, Lanes on structure: 3, Lanes under structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.6m (129.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.72m (35.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( 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: 1002341, Location: .2 MILE N JCT I90 & S H 8 (Lat: 43.123689, Lng: -75.229581), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 7.89m (25.89ft), Average Daily Traffic: 25,400 (year 1980), Truck Traffic: 6%, Average Future Daily Traffic: 31,024 (year 2000), Design Load: HS 20, Features Intersected: RTE I790, RTE I790, RIVE, Facility Carried by Structure: Other road 8 2 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 651.259, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 69.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.89m (25.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1002342, Location: .2 MI N.JCT. 90I & RTE 8 (Lat: 43.123572, Lng: -75.229239), Route carried "on" structure: State highway , Year Built: 1988, Status: Open, Structure Length: 7.34m (24.08ft), Average Daily Traffic: 25,400 (year 1980), Truck Traffic: 6%, Average Future Daily Traffic: 31,024 (year 2000), Design Load: HS 20, Features Intersected: RTE I790, RTE I790, Rive, Facility Carried by Structure: RTS 8&12 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 651.259, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 16.1m (52.8ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.9m (81.7ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Operating Rating: 78.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.2 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.34m (24.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $956,000, Roadway Improvement Cost: $569,000, Total Project Cost: $1,525,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete Find on map >>
Structure Number: 1002351, Location: .2 MI S JCT SH 5 & SH921 (Lat: 43.116022, Lng: -75.212847), Route carried "on" structure: City street , Year Built: 1963, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 5,770 (year 1992), Truck Traffic: 6%, Average Future Daily Traffic: 7,189 (year 2012), Design Load: HS 20, Features Intersected: REALL CREEK, Facility Carried by Structure: RIVER ROAD WB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 14 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.6m (47.9ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 76.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $366,000, Roadway Improvement Cost: $218,000, Total Project Cost: $584,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1002352, Location: .2 MI S JCT SH 5 & SH921 (Lat: 43.116728, Lng: -75.212397), Route carried "on" structure: State highway , Year Built: 1963, Status: Open, Structure Length: 1.15m (3.77ft), Average Daily Traffic: 5,770 (year 1992), Truck Traffic: 6%, Average Future Daily Traffic: 7,047 (year 2012), Design Load: HS 20, Features Intersected: REALL CREEK, Facility Carried by Structure: RIVER ROAD EB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 652.852, Lanes on structure: 3, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 11 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 5.7m (18.7ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 11.0m (36.1ft), Out-to-Out Width: 14.5m (47.6ft) Condition: Channel: Fair, Culverts: Good, Operating Rating: 76.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.15m (3.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $363,000, Roadway Improvement Cost: $216,000, Total Project Cost: $579,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1051439, Location: 2.4 MI E JCT SH 5A & SH5S (Lat: 43.096183, Lng: -75.192692), Route carried "on" structure: Ramp State highway , Year Built: 1968, Status: Open, Structure Length: 5.73m (18.80ft), Average Daily Traffic: 3,637 (year 1999), Truck Traffic: 3%, Average Future Daily Traffic: 4,510 (year 2019), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: CULVER AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 28.3m (92.8ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 12.4m (40.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.73m (18.80ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,534,000, Roadway Improvement Cost: $912,000, Total Project Cost: $2,446,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1051441, Location: 2.7 MI E JCT SH5A & SH5S (Lat: 43.092444, Lng: -75.184961), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,773 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,675 (year 2027), Design Load: HS 20, Features Intersected: PITCHER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Good, Operating Rating: 62.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,534,000, Roadway Improvement Cost: $912,000, Total Project Cost: $2,446,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 1051442, Location: 2.7 MI E JCT SH5A & SH5S (Lat: 43.092369, Lng: -75.185058), Route carried "on" structure: State highway 5S, Year Built: 1968, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 8,773 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 12,675 (year 2027), Design Load: HS 20, Features Intersected: PITCHER STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.956, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Skew: 10 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 32.0m (105.0ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Satisfactory, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.35m (10.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2007, Bridge Improvement Cost: $1,534,000, Roadway Improvement Cost: $912,000, Total Project Cost: $2,446,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 105173, Location: 04MI S JCT RTS 5+921C (Lat: 43.113481, Lng: -75.214133), Route carried "on" structure: Other road 921C, Year Built: 1968, Year Reconstructed: 1998, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 34,145 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 41,705 (year 2025), Design Load: HS 20, Features Intersected: REALL CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.796, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 20.5m (67.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Very good, Channel: Satisfactory, Operating Rating: 72.6 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: Equal to present desirable criteria, Length Of Structure Improvement: 1.34m (4.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $1,148,000, Roadway Improvement Cost: $683,000, Total Project Cost: $1,831,000 ( 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: 1054309, Location: 1.6 MI S JCT RTS 5 & 5A (Lat: 43.092508, Lng: -75.263244), Route carried "on" structure: Other road 921B, Year Built: 1975, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 23,350 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 28,520 (year 2025), Design Load: HS 20, Features Intersected: NO.SO. ARTERIAL, NY SUSQ Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.930, Lanes on structure: 6, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.6m (93.8ft), Skew: 34 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.5m (119.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 28.6m (93.8ft), Out-to-Out Width: 30.9m (101.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Bridge Improvement Cost: $6,963,000, Roadway Improvement Cost: $4,039,000, Total Project Cost: $11,002,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 10736, Location: 2 MI E.INTERS RTS 90I & 8 (Lat: 43.115069, Lng: -75.211275), Route carried "on" structure: Interstate 790, Year Built: 1989, Status: Open, Structure Length: 5.15m (16.90ft), Average Daily Traffic: 9,554 (year 2007), Truck Traffic: 21%, Average Future Daily Traffic: 14,687 (year 2027), Design Load: HS 20, Features Intersected: RTE 921C Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.707, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.9m (85.0ft), Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 16.6m (54.5ft) Condition: Deck: Excellent, Superstructure: Very good, 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 desirable 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: 5.15m (16.90ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( 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: 107366, Location: .1 MI E OF RTES 5 8&12INT (Lat: 43.123114, Lng: -75.227831), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 7.25m (23.79ft), Average Daily Traffic: 9,360 (year 2001), Truck Traffic: 21%, Average Future Daily Traffic: 14,389 (year 2021), Design Load: HS 20, Features Intersected: RM FM 8NB TO 49WB, I790, Facility Carried by Structure: RM FM 5WB TO 12NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Lanes under structure: 8, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.3m (79.7ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 8.4m (27.6ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 93.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.25m (23.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( 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: 107367, Location: 1MI EAST OF RTES 8 12&5 (Lat: 43.113042, Lng: -75.212153), Route carried "on" structure: Interstate 790, Year Built: 1989, Status: Open, Structure Length: 6.52m (21.39ft), Average Daily Traffic: 29,575 (year 1989), Truck Traffic: 21%, Average Future Daily Traffic: 45,466 (year 2009), Design Load: HS 20, Features Intersected: NORTH GENESEE ST. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 14.9m (48.9ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: 6.52m (21.39ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( 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: 10737, Location: .25 MI E OF N-S ART & I90 (Lat: 43.121003, Lng: -75.227936), Route carried "on" structure: Ramp Other road , Year Built: 1989, Status: Open, Structure Length: 10.42m (34.19ft), Average Daily Traffic: 5,108 (year 2001), Truck Traffic: 21%, Average Future Daily Traffic: 7,853 (year 2021), Design Load: HS 20, Features Intersected: RTE I90, RTE I790, 790 E, Facility Carried by Structure: FROM SH8 &SH12 NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 10, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 39.3m (128.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Good, Operating Rating: 54.4 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: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.42m (34.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( 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: 107371, Location: .1 MI W JCT SH 5/8 & SH12 (Lat: 43.123089, Lng: -75.233497), Route carried "on" structure: Ramp Other road 790, Year Built: 1989, Status: Open, Structure Length: 14.08m (46.19ft), Average Daily Traffic: 922 (year 2001), Truck Traffic: 21%, Average Future Daily Traffic: 1,417 (year 2021), Design Load: HS 20, Features Intersected: RTE I90, RTE 49 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 11, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 69.4m (227.7ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 12.9m (42.3ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Serious, Operating Rating: 64.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 14.08m (46.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $1,101,000, Roadway Improvement Cost: $655,000, Total Project Cost: $1,756,000 ( 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: 107385, Location: JCT SH 5 & SH 5S (Lat: 43.108311, Lng: -75.239267), Route carried "on" structure: Ramp Interstate , Year Built: 1990, Status: Open, Structure Length: 7.95m (26.08ft), Average Daily Traffic: 8,771 (year 1997), Truck Traffic: 21%, Average Future Daily Traffic: 13,484 (year 2017), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK, NY SUS, Facility Carried by Structure: FROM I790 S.B. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.3m (33.8ft), Skew: 3 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 39.0m (128.0ft), Curb-To-Curb Width: 10.3m (33.8ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Good, Operating Rating: 82.6 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: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 7.95m (26.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $209,000, Total Project Cost: $560,000 ( 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: 107386, Location: JCT SH 5 & SH 5S (Lat: 43.107856, Lng: -75.237044), Route carried "on" structure: Ramp Interstate , Year Built: 1990, Status: Open, Structure Length: 8.65m (28.38ft), Average Daily Traffic: 7,376 (year 1997), Truck Traffic: 21%, Average Future Daily Traffic: 11,339 (year 2017), Design Load: HS 20, Features Intersected: CSX TRANS/AMTRAK, NY SUS, Facility Carried by Structure: TO I790 NORTHBND Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 9.4m (30.8ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 49.9m (163.7ft), Curb-To-Curb Width: 9.5m (31.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 56.2 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.65m (28.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $209,000, Total Project Cost: $560,000 ( 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: 107387, Location: JCT SH 5 & SH 5S (Lat: 43.106478, Lng: -75.240753), Route carried "on" structure: Ramp Interstate , Year Built: 1990, Status: Open, Structure Length: 10.45m (34.28ft), Average Daily Traffic: 5,814 (year 1998), Truck Traffic: 21%, Average Future Daily Traffic: 8,938 (year 2018), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: FROM I790 SOUTHBD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 52.7m (172.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 12.5m (41.0ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Very good, Operating Rating: 79.8 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 desirable criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 10.45m (34.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $209,000, Total Project Cost: $560,000 ( 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: 107388, Location: JCT SH 5 & SH 5S (Lat: 43.105433, Lng: -75.237197), Route carried "on" structure: Ramp Interstate , Year Built: 1990, Status: Open, Structure Length: 4.45m (14.60ft), Average Daily Traffic: 6,757 (year 2001), Truck Traffic: 21%, Average Future Daily Traffic: 10,388 (year 2021), Design Load: HS 20, Features Intersected: RTE 5S, Facility Carried by Structure: TO ROUTES 5-8-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 21 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 23.4m (76.8ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 70.8 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.45m (14.60ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2006, Bridge Improvement Cost: $351,000, Roadway Improvement Cost: $209,000, Total Project Cost: $560,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Integral Concrete, Deck Protection: Epoxy Coated Reinforcing Structure Number: 107877, Location: Route 5S WB Ramps, Route carried "on" structure: Ramp State highway , Year Built: 1968, Status: Open, Structure Length: 0.85m (2.79ft), Truck Traffic: 7%, Design Load: H 20, Features Intersected: Starch Factory Ck, Facility Carried by Structure: Rt. 5S WB Ramp
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.0m (23.0ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 74.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.85m (2.79ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $291,000, Roadway Improvement Cost: $173,000, Total Project Cost: $464,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 1090509, Location: 02MI N JCT RTS 5S+921C (Lat: 43.104581, Lng: -75.224939), Route carried "on" structure: Other road 921C, Year Built: 1973, Status: Open, Structure Length: 38.40m (125.98ft), Average Daily Traffic: 7,736 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 9,449 (year 2027), Design Load: HS 20, Features Intersected: LEE STREET-RAMP, CSX/AMT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.339, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.6m (57.7ft), Skew: 39 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 13, Length of Maximum Span: 46.0m (150.9ft), Curb-To-Curb Width: 16.1m (52.8ft), Out-to-Out Width: 17.0m (55.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Operating Rating: 78.0 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: Somewhat better than minimum adequacy, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 38.40m (125.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $14,112,000, Roadway Improvement Cost: $8,187,000, Total Project Cost: $22,299,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109050A, Location: .2 MI N JCT SH 5S & 921C (Lat: 43.104350, Lng: -75.224850), Route carried "on" structure: Ramp City street , Year Built: 1973, Status: Open, Structure Length: 11.55m (37.89ft), Average Daily Traffic: 9,300 (year 2003), Truck Traffic: 6%, Average Future Daily Traffic: 11,587 (year 2023), Design Load: HS 20, Features Intersected: RR PARKING LOT, Facility Carried by Structure: RAMP TO RT921C NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 30.7m (100.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Poor, Operating Rating: 91.2 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 11.55m (37.89ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2007, Bridge Improvement Cost: $2,767,000, Roadway Improvement Cost: $1,605,000, Total Project Cost: $4,372,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109051, Location: .2 MI N JCT SH 5S & 921C (Lat: 43.105544, Lng: -75.224542), Route carried "on" structure: Ramp City street , Year Built: 1973, Status: Open, Structure Length: 17.43m (57.19ft), Average Daily Traffic: 8,681 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 10,816 (year 2017), Design Load: HS 20, Features Intersected: CSX TRANS/ AMTRAK, Facility Carried by Structure: WHITESBORO EXIT Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 8.8m (28.9ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 48.7m (159.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 52.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 17.43m (57.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $4,176,000, Roadway Improvement Cost: $2,422,000, Total Project Cost: $6,598,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109053, Location: 1.6 MI S JCT SH 5 & SH 5A (Lat: 43.091686, Lng: -75.268169), Route carried "on" structure: Ramp State highway , Year Built: 1975, Status: Open, Structure Length: 5.54m (18.18ft), Average Daily Traffic: 4,009 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 4,897 (year 2017), Design Load: HS 20, Features Intersected: NY SUSQUEHNNA & W, Facility Carried by Structure: RAMP TO N S ART Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.9 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 5.54m (18.18ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2007, Bridge Improvement Cost: $4,176,000, Roadway Improvement Cost: $2,422,000, Total Project Cost: $6,598,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109054, Location: 1.6 MI S JCT RTS 5 & 5A (Lat: 43.091578, Lng: -75.268611), Route carried "on" structure: Ramp State highway , Year Built: 1975, Status: Open, Structure Length: 6.67m (21.88ft), Average Daily Traffic: 4,176 (year 1997), Truck Traffic: 6%, Average Future Daily Traffic: 5,101 (year 2017), Design Load: HS 20, Features Intersected: NY SUSQUEHANNA& W, Facility Carried by Structure: RAMP FROM N-S ART Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 24.0m (78.7ft), Curb or Sidewalk Widths: Left: 0.1m (0.3ft), Right: 0.1m (0.3ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.6m (24.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 84.7 metric tons, Inventory Rating: 32.6 metric tons, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.67m (21.88ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Bridge Improvement Cost: $4,176,000, Roadway Improvement Cost: $2,422,000, Total Project Cost: $6,598,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 109428, Location: BARNES AVE UTICA N OF 5A (Lat: 43.111600, Lng: -75.244731), Route carried "on" structure: Other road 921F, Year Built: 1935, Status: Posted for load-capacity, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 858 (year 1998), Truck Traffic: 3%, Average Future Daily Traffic: 1,064 (year 2018), Design Load: H 20, Features Intersected: MOHAWK RIVER Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Poor, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 55.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 4.02m (13.19ft), 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: $895,000, Roadway Improvement Cost: $532,000, Total Project Cost: $1,427,000 ( 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: Utica, NY, New York, All US cities.
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