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Bridge Statistics for Lackawanna, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Lackawanna, NY, New York, New York forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 24 Total length: 88 meters (289ft) Total costs: $52,889,000 Total average daily traffic: 338,934 Total average daily truck traffic: 34,070 National Bridge Inventory (NBI) Registered Bridges for Lackawanna
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 100149, Location: 1.6 MI N JCT RTS 5 + 179 (Lat: 42.812925, Lng: -78.845169), Route carried "on" structure: State highway 5, Year Built: 2001, Status: Open, Structure Length: 2.86m (9.38ft), Average Daily Traffic: 36,909 (year 1999), Truck Traffic: 6%, Average Future Daily Traffic: 44,926 (year 2019), Design Load: HS 25, Features Intersected: SMOKES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.854, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.6m (80.7ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 28.0m (91.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.6m (80.7ft), Out-to-Out Width: 26.9m (88.3ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Superior to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.86m (9.38ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 60 months, Inspection Date: September 2007, Underwater Inspection Date: August 1996, Bridge Improvement Cost: $672,000, Roadway Improvement Cost: $400,000, Total Project Cost: $1,072,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 107426, Location: 2.6 MI N JCT SH 5 & SH179 (Lat: 42.827617, Lng: -78.850886), Route carried "on" structure: State highway 5, Year Built: 1991, Status: Open, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 36,909 (year 1999), Truck Traffic: 5%, Average Future Daily Traffic: 50,672 (year 2019), Design Load: HS 20, Features Intersected: RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.576, Lanes on structure: 4, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 21 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.4m (99.7ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 25.7m (84.3ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 69.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 3.10m (10.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $1,726,000, Roadway Improvement Cost: $1,026,000, Total Project Cost: $2,752,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 202828, Location: 1.6MI N JCT RTS 162 & 179 (Lat: 42.812569, Lng: -78.823711), Route carried "on" structure: US 62, Year Built: 1991, Status: Open, Structure Length: 2.01m (6.59ft), Average Daily Traffic: 10,978 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 13,362 (year 2026), Design Load: HS 20, Features Intersected: S BR SMOKES CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.307, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.5m (60.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 80.7 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.01m (6.59ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $1,683,000, Roadway Improvement Cost: $1,001,000, Total Project Cost: $2,684,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 202829, Location: .3 MI S JCT US62 & CR 137 (Lat: 42.819942, Lng: -78.823783), Route carried "on" structure: US 62, Year Built: 1991, Status: Open, Structure Length: 2.56m (8.40ft), Average Daily Traffic: 10,978 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 13,362 (year 2026), Design Load: HS 20, Features Intersected: N BR SMOKES CREEK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.304, Lanes on structure: 2, Base Highway Network: Yes, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 24.3m (79.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Channel: Good, Operating Rating: 88.0 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: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.56m (8.40ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $907,000, Roadway Improvement Cost: $540,000, Total Project Cost: $1,447,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 22553, Location: 1.5 MI N JCT 62'SMOKES CK (Lat: 42.828739, Lng: -78.819839), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.25m (4.10ft), Average Daily Traffic: 4,748 (year 2005), Truck Traffic: 6%, Average Future Daily Traffic: 5,353 (year 2025), Features Intersected: BUFFALO & PITTSBG, Facility Carried by Structure: MCKINLEY PARKWAY Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 11.2m (36.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.3m (50.2ft), Out-to-Out Width: 18.4m (60.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 59.0 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: Equal to present minimum criteria, 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: 1.25m (4.10ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $495,000, Roadway Improvement Cost: $295,000, Total Project Cost: $790,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 2255729, Location: 2.4 MI W EXIT 55 OF I90 (Lat: 42.826311, Lng: -78.836469), Route carried "on" structure: City street , Year Built: 1932, Year Reconstructed: 1978, Status: Open, Structure Length: 29.01m (95.18ft), Average Daily Traffic: 12,273 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 14,939 (year 2026), Design Load: H 20, Features Intersected: CSX TRANS/ AMTRAK, NORFO, Facility Carried by Structure: RIDGE ROAD Minimum Vertical Clearance: 5.02m (16.47ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Truss - Thru, Number Of Spans In Main Unit: 2, Number Of Approach Spans: 7, Length of Maximum Span: 46.9m (153.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 14.3m (46.9ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Poor, Operating Rating: 77.7 metric tons, Inventory Rating: 19.5 metric tons, Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 29.01m (95.18ft), Designated Inspection Frequency: Every 12 months, Critical Feature Inspection Frequency: Every 12 months, Inspection Date: November 2007, Critical Feature Inspection Date: November 2007, Bridge Improvement Cost: $16,813,000, Roadway Improvement Cost: $11,254,000, Total Project Cost: $28,067,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous, Membrane: Preformed Fabric Find on map >>
Structure Number: 226027, Location: 0.4 MI E SE END SOUTHPARK (Lat: 42.827067, Lng: -78.817336), Route carried "on" structure: City street , Year Built: 1920, Year Reconstructed: 1981, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 13,765 (year 1993), Truck Traffic: 6%, Average Future Daily Traffic: 16,755 (year 2013), Design Load: HS 20, Features Intersected: BUFF & PITTSBURGH, Facility Carried by Structure: RIDGE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 2 degrees, Material/Design: Prestressed concrete, 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: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.0m (45.9ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Inventory Rating: 55.3 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: Better than present minimum criteria, Length Of Structure Improvement: 1.28m (4.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Bridge Improvement Cost: $905,000, Roadway Improvement Cost: $538,000, Total Project Cost: $1,443,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 226033, Location: CENTER OF LACKAWANNA (Lat: 42.819281, Lng: -78.827758), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.34m (4.40ft), Average Daily Traffic: 5,006 (year 1995), Truck Traffic: 4%, Average Future Daily Traffic: 6,237 (year 2015), Features Intersected: SMOKES CREEK, Facility Carried by Structure: ELECTRIC AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.5m (54.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Satisfactory, Operating Rating: 59.9 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: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, 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 2006, Bridge Improvement Cost: $479,000, Roadway Improvement Cost: $285,000, Total Project Cost: $764,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226034, Location: CENTER OF LACKAWANNA (Lat: 42.816781, Lng: -78.830244), Route carried "on" structure: City street , Year Built: 1988, Status: Open, Structure Length: 1.88m (6.17ft), Average Daily Traffic: 1,617 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 2,015 (year 2020), Design Load: HS 20, Features Intersected: SMOKES CREEK, Facility Carried by Structure: KIRBY AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Very good, Superstructure: Excellent, Substructure: Good, Channel: Very 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: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.88m (6.17ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $582,000, Roadway Improvement Cost: $346,000, Total Project Cost: $928,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 226035, Location: CENTER OF LACKAWANNA (Lat: 42.815058, Lng: -78.832106), Route carried "on" structure: City street , Year Built: 1930, Status: Posted for load, Structure Length: 1.31m (4.30ft), Average Daily Traffic: 842 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 1,049 (year 2020), Features Intersected: SMOKES CREEK, Facility Carried by Structure: WARSAW AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 17.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 2.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Meets minimum limits, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Length Of Structure Improvement: 1.31m (4.30ft), Designated Inspection Frequency: Every 12 months, Inspection Date: August 2007, Bridge Improvement Cost: $464,000, Roadway Improvement Cost: $276,000, Total Project Cost: $740,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226036, Location: CENTER OF LACKAWANNA (Lat: 42.813572, Lng: -78.831139), Route carried "on" structure: City street , Year Built: 1967, Status: Open, Structure Length: 1.98m (6.50ft), Average Daily Traffic: 558 (year 2000), Truck Traffic: 4%, Average Future Daily Traffic: 695 (year 2020), Features Intersected: SMOKES CREEK, Facility Carried by Structure: WOOD STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.1m (29.9ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 1.2m (3.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 12.0m (39.4ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Fair, Operating Rating: 98.9 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: Equal to present minimum criteria, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.98m (6.50ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $514,000, Roadway Improvement Cost: $305,000, Total Project Cost: $819,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226037, Location: 0.2 MI W RTE 62'SMOKES CK (Lat: 42.812411, Lng: -78.828083), Route carried "on" structure: City street , Year Built: 1930, Status: Open, Structure Length: 1.76m (5.77ft), Average Daily Traffic: 3,518 (year 1995), Truck Traffic: 4%, Average Future Daily Traffic: 4,383 (year 2015), Features Intersected: S BR SMOKES CRK., Facility Carried by Structure: ELECTRIC AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Skew: 3 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 16.4m (53.8ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, 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 minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.76m (5.77ft), Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006, Bridge Improvement Cost: $626,000, Roadway Improvement Cost: $373,000, Total Project Cost: $999,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226038, Location: SW QUAD OF LACKAWANNA (Lat: 42.812731, Lng: -78.826053), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 107 (year 2003), Truck Traffic: 4%, Average Future Daily Traffic: 133 (year 2023), Features Intersected: SMOKES CREEK, Facility Carried by Structure: JOHNSON STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 1, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.0m (19.7ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.8m (42.0ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 6.0m (19.7ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, 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: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.37m (4.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $177,000, Total Project Cost: $474,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 226039, Location: NE QUAD OF LACKAWANNA (Lat: 42.820533, Lng: -78.809967), Route carried "on" structure: City street , Year Built: 2006, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 4,412 (year 1998), Truck Traffic: 4%, Average Future Daily Traffic: 5,497 (year 2018), Design Load: HS 25, Features Intersected: N BR SMOKES CREEK, Facility Carried by Structure: SOUTH SHORE BLVD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.0m (68.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 16.4m (53.8ft) Condition: Deck: Excellent, Superstructure: Excellent, Substructure: Excellent, Channel: Very 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: Equal to present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: June 2006, Bridge Improvement Cost: $297,000, Roadway Improvement Cost: $177,000, Total Project Cost: $474,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 332742, Location: .2 MI S JCT CR 4 & CR 137 (Lat: 42.822442, Lng: -78.802283), Route carried "on" structure: County highway , Year Built: 1990, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 12,466 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 14,054 (year 2026), Design Load: HS 20, Features Intersected: SMOKES CREEK, Facility Carried by Structure: ABBOTT ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 21.3m (69.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 17.6m (57.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Excellent, Channel: Good, Operating Rating: 85.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 2.19m (7.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $168,000, Roadway Improvement Cost: $100,000, Total Project Cost: $268,000 ( 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: 3327539, Location: .1 MI S JCT I90&SMOKES CK (Lat: 42.804636, Lng: -78.809553), Route carried "on" structure: County highway , Year Built: 1981, Status: Open, Structure Length: 1.64m (5.38ft), Average Daily Traffic: 7,199 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 8,116 (year 2026), Design Load: HS 20, Features Intersected: S BR SMOKES CREEK, Facility Carried by Structure: WILLET ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 22 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Poor, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 71.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.64m (5.38ft), Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Bridge Improvement Cost: $1,357,000, Roadway Improvement Cost: $807,000, Total Project Cost: $2,164,000 ( 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: 551175, Location: 1.1 MI SE EXIT 55 ON I-90 (Lat: 42.805892, Lng: -78.810125), Route carried "on" structure: Interstate 90, Year Built: 1956, Status: Open, Structure Length: 1.12m (3.67ft), Average Daily Traffic: 43,743 (year 2007), Truck Traffic: 17%, Average Future Daily Traffic: 65,540 (year 2027), Design Load: HS 20+Mod, Features Intersected: S BR SMOKES CRK Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.993, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 23.4m (76.8ft), Skew: 24 degrees, Material/Design: Concrete continuous, Design/Construction: Culvert, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 77.3 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: 1.12m (3.67ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Bridge Improvement Cost: $585,000, Roadway Improvement Cost: $348,000, Total Project Cost: $933,000 ( Estimate for 2007), Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 5512149, Location: 1.0 MI SW JCT I90 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.245, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 32.9m (107.9ft), Skew: 21 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 32.6m (107.0ft), Out-to-Out Width: 34.4m (112.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, 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: Equal to 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: 5.18m (16.99ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2007, Bridge Improvement Cost: $3,842,000, Roadway Improvement Cost: $2,229,000, Total Project Cost: $6,071,000 ( Estimate for 2007), Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 107426, Location: 2.6 MI N JCT SH 5 & SH179 (Lat: 42.827617, Lng: -78.850886), Route carried "under" structure: City street , Year Built: 1991, Structure Length: 3.10m (10.17ft), Average Daily Traffic: 1,000 (year 2007), Truck Traffic: 6%, Features Intersected: RIDGE ROAD, Facility Carried by Structure: RTE 5 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.4m (99.7ft) Find on map >>
Structure Number: 5512149, Location: 1.0 MI SW JCT I90 Minimum Vertical Clearance: 0.46m (1.51ft), Kilometerpoint: 3.459, Lanes on structure: 6, Lanes under structure: 5, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 23.2m (76.1ft) Find on map >>
Structure Number: 70283, Location: 2.9 MI N JCT RTS 62 & 179 (Lat: 42.831239, Lng: -78.823708), Route carried "under" structure: Alternate US 62, Year Built: 1915, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 100 (year 2007), Truck Traffic: 6%, Features Intersected: RTE 62, SOUTH PARK AVE, Facility Carried by Structure: BUFF & PITTSBURGH Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 0.000, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 70283, Location: 2.9 MI N JCT RTS 62 & 179 (Lat: 42.831239, Lng: -78.823708), Route carried "under" structure: City street , Year Built: 1915, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 12,200 (year 1979), Truck Traffic: 6%, Features Intersected: RTE 62, SOUTH PARK AVE, Facility Carried by Structure: BUFF & PITTSBURGH Minimum Vertical Clearance: 4.24m (13.91ft), Kilometerpoint: 324.761, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 28.3m (92.8ft) Find on map >>
Structure Number: 770768, Location: 0.5 MI W JCT RTS 219 &I90 (Lat: 42.813597, Lng: -78.799783), Route carried "under" structure: County highway , Year Built: 1981, Structure Length: 3.41m (11.19ft), Average Daily Traffic: 14,820 (year 1980), Truck Traffic: 6%, Features Intersected: ABBOTT ROAD,CR52A, Facility Carried by Structure: NORFOLK SOUTHERN Minimum Vertical Clearance: 4.47m (14.67ft), Kilometerpoint: 1.078, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Girder and Floorbeam System, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 771457, Location: 2 MI SW JCT I190 & US 219 (Lat: 42.808144, Lng: -78.805672), Route carried "under" structure: Interstate 90, Year Built: 1956, Structure Length: 6.12m (20.08ft), Average Daily Traffic: 43,743 (year 2007), Truck Traffic: 17%, Features Intersected: RTE I90, Facility Carried by Structure: BUFF & PITTSBURGH Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 0.611, Lanes under structure: 4, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 18.3m (60.0ft) Discuss this city on our hugely popular New York forum Back to: Lackawanna, NY, New York, All US cities.
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