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Bridge Statistics for Buffalo, New York (NY) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Parts: 1, 2, 3, 4, 5, 6


National Bridge Inventory (NBI) Statistics
Number of bridges: 281
Total length: 3,232 meters (10,604ft)
Total costs: $1,661,189,000
Total average daily traffic: 7,687,263
Total average daily truck traffic: 250,640
National Bridge Inventory (NBI) Registered Bridges for Buffalo
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New bridges - Historical Statistics

  • Before 1900: 2
  • 1900-1909: 18
  • 1910-1919: 19
  • 1920-1929: 13
  • 1930-1939: 16
  • 1940-1949: 3
  • 1950-1959: 52
  • 1960-1969: 94
  • 1970-1979: 20
  • 1980-1989: 16
  • 1990-1999: 15
  • 2000-2009: 12
  • 2010-2012: 1

Reconstructed bridges - Historical Statistics

  • 1950-1959: 2
  • 1960-1969: 3
  • 1970-1979: 2
  • 1980-1989: 22
  • 1990-1999: 18
  • 2000-2009: 7
  • 2010-2012: 1

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 226042,  Location: .4 MI NW JCT SH 16 & I190 (Lat: 42.873233,  Lng: -78.832328),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 2,450 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,875 (year 2031),  Design Load: HS 25,  Features Intersected: NORFOLK SOUTHERN,  Facility Carried by Structure: BABCOCK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.788,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 15.3m (50.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  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: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.53m (8.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $426,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $675,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 226043,  Location: 2.6 MI SE SH5 & BUFF RVR (Lat: 42.861661,  Lng: -78.867436),  Route carried "on" structure: City street ,  Year Built: 1961,  Status: Open,  Structure Length: 10.57m (34.68ft),  Average Daily Traffic: 5,700 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,980 (year 2031),  Features Intersected: BUFFALO RIVER,  Facility Carried by Structure: OHIO STREET
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 0.981,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Navigation Control: Yes ( Vertical Clearance: 30.4m (99.7ft), Horizontal Clearance: 76.5m (251.0ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 6,  Length of Maximum Span: 82.2m (269.7ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 42.6 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: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.57m (34.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 10,  Critical Feature Inspection Date: December 10,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $10,546,000,  Roadway Improvement Cost: $6,176,000,  Total Project Cost: $16,722,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 226044,  Location: JCT WILLIAM'BUFF CITY LI (Lat: 42.885053,  Lng: -78.800961),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 780 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 897 (year 2031),  Features Intersected: WILLIAM STREET,  Facility Carried by Structure: QUEEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.5 metric tons,  Inventory Rating: 21.1 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $2,565,000,  Roadway Improvement Cost: $1,502,000,  Total Project Cost: $4,067,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226045,  Location: .3 MI SW JCT SH5 & BUF RV (Lat: 42.871489,  Lng: -78.872861),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 7.49m (24.57ft),  Average Daily Traffic: 2,277 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,188 (year 2018),  Features Intersected: BUFFALO RIVER,  Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 9 degrees,  Navigation Control: Yes ( Vertical Clearance: 30.4m (99.7ft), Horizontal Clearance: 71.6m (234.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 71.9m (235.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 7.49m (24.57ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 10,  Critical Feature Inspection Date: December 10,  Underwater Inspection Date: September 2009,  Bridge Improvement Cost: $5,023,000,  Roadway Improvement Cost: $2,941,000,  Total Project Cost: $7,964,000 ( Estimate for 2011),  Deck Structure Type: Open Grating
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Structure Number: 226046,  Location: 0.5 MI W JCT RTS 198 '384 (Lat: 42.933717,  Lng: -78.874258),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 1964,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 5,810 (year 1999),  Truck Traffic: 3%,  Average Future Daily Traffic: 8,134 (year 2019),  Features Intersected: SCAJAQUADA CREEK,  Facility Carried by Structure: LINCOLN PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.6m (34.8ft),  Curb or Sidewalk Widths: Left: 3.0m (9.8ft),  Right: 3.0m (9.8ft),  Curb-To-Curb Width: 16.1m (52.8ft),  Out-to-Out Width: 24.4m (80.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $334,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $530,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226052,  Location: 0.1 MI E JCT RTS 5 'I-190 (Lat: 42.878675,  Lng: -78.875578),  Route carried "on" structure: City street ,  Year Built: 1986,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 5,700 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,980 (year 2031),  Design Load: HS 20,  Features Intersected: RTE I190, CSX TRANS/AMTR,  Facility Carried by Structure: WASHINGTON STREET
Minimum Vertical Clearance: 5.56m (18.24ft),  Kilometerpoint: 0.274,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 19.9m (65.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $1,054,000,  Roadway Improvement Cost: $617,000,  Total Project Cost: $1,671,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 226054,  Location: .5 MI N JCT SH 198 & SH33 (Lat: 42.931475,  Lng: -78.842761),  Route carried "on" structure: City street ,  Year Built: 1909,  Status: Open,  Structure Length: 2.10m (6.89ft),  Average Daily Traffic: 1,660 (year 2005),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,863 (year 2031),  Features Intersected: CSXT/CN/D&H & NS,  Facility Carried by Structure: DEWEY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.370,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 15.2m (49.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Operating Rating: 41.3 metric tons,  Inventory Rating: 15.2 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $8,206,000,  Roadway Improvement Cost: $770,000,  Total Project Cost: $8,976,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226055,  Location: .5 MI NORTH OF SOUTH PARK (Lat: 42.836561,  Lng: -78.832308),  Route carried "on" structure: City street ,  Year Built: 1982,  Status: Posted for load,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 1,642 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,299 (year 2018),  Design Load: HS 20,  Features Intersected: BUFF & PITTSBURGH,  Facility Carried by Structure: HOPKINS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.563,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Maintenance Responsibility: Railroad,  Approaching Roadway Width: 9.7m (31.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Good,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.01m (6.59ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: September 11,  Bridge Improvement Cost: $2,332,000,  Roadway Improvement Cost: $1,366,000,  Total Project Cost: $3,698,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 226056,  Location: 0.6 MI NE JCT RTS 5 & 198 (Lat: 42.934278,  Lng: -78.842625),  Route carried "on" structure: City street ,  Year Built: 1994,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 2,200 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,588 (year 2031),  Design Load: HS 25,  Features Intersected: CSXT/CN/D&H & NS,  Facility Carried by Structure: JEWETT AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.097,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.3m (79.7ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $8,252,000,  Roadway Improvement Cost: $4,832,000,  Total Project Cost: $13,084,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226057,  Location: 0.3 MI N JCT RTS 198 & 33 (Lat: 42.927633,  Lng: -78.842775),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 5,700 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,980 (year 2030),  Design Load: HS 20,  Features Intersected: CSXT/CN/D&H & NS,  Facility Carried by Structure: KENSINGTON AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 58.1 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: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $195,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $309,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 226058,  Location: 0.5 MI NE JCT RTS 5 & 198 (Lat: 42.933117,  Lng: -78.842692),  Route carried "on" structure: City street ,  Year Built: 1997,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 1,020 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,200 (year 2031),  Design Load: HS 25,  Features Intersected: CSXT/CN/D&H & NS,  Facility Carried by Structure: LEROY AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.6m (80.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 2.59m (8.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $362,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $574,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226059,  Location: NW QUAD OF SOUTH PARK (Lat: 42.830689,  Lng: -78.834619),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 1,640 (year 2003),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,932 (year 2031),  Features Intersected: SOUTH PARK LAKE,  Facility Carried by Structure: SOUTH PARK LOOP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.446,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Poor,  Operating Rating: 49.2 metric tons,  Inventory Rating: 9.7 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: November 11,  Bridge Improvement Cost: $424,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $464,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226061,  Location: .2 MI SE JCT SH 5 & SH 16 (Lat: 42.877800,  Lng: -78.870311),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 36.80m (120.73ft),  Average Daily Traffic: 6,800 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,520 (year 2028),  Design Load: HS 25,  Features Intersected: 190I, CSX Rail road, Exc,  Facility Carried by Structure: MICHIGAN AVENUE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.724,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 27.0m (88.6ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 19.3m (63.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 36.80m (120.73ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $7,798,000,  Roadway Improvement Cost: $4,567,000,  Total Project Cost: $12,365,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226062,  Location: 1.5 MI S JCT SH5 & BUF RV (Lat: 42.854847,  Lng: -78.864417),  Route carried "on" structure: City street ,  Year Built: 1962,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 13.62m (44.69ft),  Average Daily Traffic: 5,700 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,980 (year 2031),  Design Load: HS 25,  Features Intersected: CSX TRANSPRTATION,  Facility Carried by Structure: OHIO STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 56.3m (184.7ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.62m (44.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $8,009,000,  Roadway Improvement Cost: $4,690,000,  Total Project Cost: $12,699,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226064,  Location: 2.3 MI SW JCT SH16 & US62 (Lat: 42.843944,  Lng: -78.843303),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 38.95m (127.79ft),  Average Daily Traffic: 10,900 (year 2011),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,260 (year 2031),  Design Load: HS 25,  Features Intersected: CSX TRANS/AMTRAK, BUFF &,  Facility Carried by Structure: TIFFT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 68.8m (225.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 38.95m (127.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $9,000,  Total Project Cost: $25,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226065,  Location: 1.9 MI SE JCT SH5 & BUF R (Lat: 42.863106,  Lng: -78.842731),  Route carried "on" structure: City street ,  Year Built: 1952,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 9.54m (31.30ft),  Average Daily Traffic: 6,300 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,820 (year 2027),  Features Intersected: BUFFALO RIVER,  Facility Carried by Structure: SOUTH PARK AVENUE
Minimum Vertical Clearance: 5.76m (18.90ft),  Kilometerpoint: 3.218,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Navigation Control: Yes ( Vertical Clearance: 30.4m (99.7ft), Horizontal Clearance: 60.9m (199.8ft)),  Material/Design: Steel,  Design/Construction: Movable - Lift,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 4,  Length of Maximum Span: 68.2m (223.8ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 16.0m (52.5ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 9.54m (31.30ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 11,  Critical Feature Inspection Date: December 11,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $2,479,000,  Roadway Improvement Cost: $1,452,000,  Total Project Cost: $3,931,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 226066,  Location: 2.5 MI S JCT RTS I190<198 (Lat: 42.915192,  Lng: -78.902553),  Route carried "on" structure: City street ,  Year Built: 1913,  Status: Posted for load,  Structure Length: 6.85m (22.47ft),  Average Daily Traffic: 1,020 (year 2000),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,196 (year 2031),  Features Intersected: BLACK ROCK CANAL,  Facility Carried by Structure: WEST FERRY STREET
Minimum Vertical Clearance: 2.89m (9.48ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 47.2m (154.9ft)),  Material/Design: Steel,  Design/Construction: Movable - Bascule,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 50.2m (164.7ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 6.85m (22.47ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 11,  Critical Feature Inspection Date: December 11,  Underwater Inspection Date: September 10,  Bridge Improvement Cost: $10,978,000,  Roadway Improvement Cost: $6,429,000,  Total Project Cost: $17,407,000 ( Estimate for 2011),  Deck Structure Type: Open Grating
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Structure Number: 226067,  Location: 0.7 MI NW RTE 5'BUFFALO R (Lat: 42.880731,  Lng: -78.880550),  Route carried "on" structure: City street ,  Year Built: 1945,  Year Reconstructed: 1957,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 6,100 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 7,015 (year 2031),  Features Intersected: CSX TRANS/AMTRAK,  Facility Carried by Structure: ERIE ST & PERRY
Minimum Vertical Clearance: 4.31m (14.14ft),  Kilometerpoint: 0.225,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 171.9m (564.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 61.8 metric tons,  Inventory Rating: 23.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $26,099,000,  Roadway Improvement Cost: $2,449,000,  Total Project Cost: $28,548,000 ( Estimate for 2011),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226069,  Location: NW QUAD OF CAZENOVIA PARK (Lat: 42.850633,  Lng: -78.809147),  Route carried "on" structure: City street ,  Year Built: 1953,  Status: Open,  Structure Length: 3.56m (11.68ft),  Average Daily Traffic: 9,000 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 12,600 (year 2029),  Features Intersected: CAZENOVIA CREEK,  Facility Carried by Structure: CAZENOVIA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 3.56m (11.68ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Critical Feature Inspection Date: September 10,  Bridge Improvement Cost: $4,446,000,  Roadway Improvement Cost: $2,604,000,  Total Project Cost: $7,050,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226071,  Location: CENTER OF CAZENOVIA PARK (Lat: 42.845742,  Lng: -78.805972),  Route carried "on" structure: City street ,  Year Built: 1930,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 3.71m (12.17ft),  Average Daily Traffic: 4,400 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,060 (year 2031),  Features Intersected: CAZENOVIA CREEK,  Facility Carried by Structure: WARREN SPAHN WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.319,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.6m (34.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 2.2m (7.2ft),  Curb-To-Curb Width: 10.6m (34.8ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 41.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.71m (12.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 10,  Underwater Inspection Date: July 2003,  Bridge Improvement Cost: $1,819,000,  Roadway Improvement Cost: $171,000,  Total Project Cost: $1,990,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226072,  Location: 0.8 MI SW JCT RTS 16 & 62 (Lat: 42.859406,  Lng: -78.822294),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 3,850 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,390 (year 2027),  Design Load: HS 25,  Features Intersected: CAZENOVIA CREEK,  Facility Carried by Structure: SOUTHSIDE PARKWAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.3m (46.9ft)

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: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior 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: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 11,  Underwater Inspection Date: September 2009,  Bridge Improvement Cost: $631,000,  Roadway Improvement Cost: $370,000,  Total Project Cost: $1,001,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226073,  Location: 0.7 MI SW RTE 354' I-90 (Lat: 42.864633,  Lng: -78.802114),  Route carried "on" structure: City street ,  Year Built: 1974,  Status: Open,  Structure Length: 5.39m (17.68ft),  Average Daily Traffic: 7,300 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,640 (year 2031),  Features Intersected: BUFFALO RIVER,  Facility Carried by Structure: SOUTH OGDEN ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.3m (56.8ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Poor,  Channel: Fair,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 5.39m (17.68ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 11,  Underwater Inspection Date: September 2009,  Bridge Improvement Cost: $9,511,000,  Roadway Improvement Cost: $5,570,000,  Total Project Cost: $15,081,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226074,  Location: 1.2 MI SW JCT RT 16 & 62 (Lat: 42.856536,  Lng: -78.816292),  Route carried "on" structure: City street ,  Year Built: 2000,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 5,500 (year 2010),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,600 (year 2031),  Design Load: HS 25,  Features Intersected: CAZENOVIA CREEK,  Facility Carried by Structure: STEVENSON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.402,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.2m (33.5ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 89.8 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 desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: October 10,  Underwater Inspection Date: November 1998,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $8,000,  Total Project Cost: $21,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 226076,  Location: 1.3 MI N JCT I-190 ' 198 (Lat: 42.945017,  Lng: -78.908692),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 1,562 (year 1998),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,187 (year 2018),  Features Intersected: CORNELIUS CREEK,  Facility Carried by Structure: ACCESS ROAD
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 75.4 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.85m (2.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: December 10,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $1,860,000,  Roadway Improvement Cost: $1,089,000,  Total Project Cost: $2,949,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 226394,  Location: 0.1 MI S JCT RTS I190 ' 5 (Lat: 42.879164,  Lng: -78.877892),  Route carried "on" structure: City street ,  Year Built: 1944,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 1,080 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,512 (year 2028),  Features Intersected: CSX TRANS/AMTRAK,  Facility Carried by Structure: MAIN AND PEARL ST
Minimum Vertical Clearance: 5.48m (17.98ft),  Kilometerpoint: 0.177,  Lanes on structure: 6,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 32.9m (107.9ft),  Material/Design: Steel,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.9m (35.8ft),  Curb or Sidewalk Widths: Left: 5.3m (17.4ft),  Right: 6.4m (21.0ft),  Curb-To-Curb Width: 138.1m (453.1ft),  Out-to-Out Width: 150.5m (493.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.1 metric tons,  Inventory Rating: 15.8 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $21,241,000,  Roadway Improvement Cost: $1,993,000,  Total Project Cost: $23,234,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5011959,  Location: JCT RT 16 + I-90 (Lat: 42.868025,  Lng: -78.828000),  Route carried "on" structure: Interstate 190,  Year Built: 1956,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 67,600 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,284 (year 2031),  Features Intersected: SENECA ST RTE16
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.154,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.9m (130.9ft),  Curb-To-Curb Width: 14.8m (48.6ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Operating Rating: 72.6 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: 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: 8.23m (27.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $7,956,000,  Roadway Improvement Cost: $4,659,000,  Total Project Cost: $12,615,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 504393,  Location: 1.1 MI S JCT RTS 266 +325 (Lat: 42.953350,  Lng: -78.908981),  Route carried "on" structure: State highway 266,  Year Built: 1956,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 9,294 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 13,012 (year 2009),  Design Load: HS 20+Mod,  Features Intersected: NYS THRUWAY RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 322.975,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.95m (6.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $449,000,  Roadway Improvement Cost: $263,000,  Total Project Cost: $712,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 5046459,  Location: 0.2 MI E JCT RTS 354 & 62 (Lat: 42.872003,  Lng: -78.816633),  Route carried "on" structure: Interstate 190,  Year Built: 1959,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 8.75m (28.71ft),  Average Daily Traffic: 56,300 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,336 (year 2031),  Features Intersected: CLINTON ST CR 354
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.092,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 24 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 36.9m (121.1ft),  Curb-To-Curb Width: 30.3m (99.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 53.5 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: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.75m (28.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $16,890,000,  Roadway Improvement Cost: $1,585,000,  Total Project Cost: $18,475,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 505436,  Location: 3.0 MI NE JCT RTS 5 + 16 (Lat: 42.923192,  Lng: -78.856219),  Route carried "on" structure: City street 5,  Year Built: 1921,  Status: Open,  Structure Length: 1.09m (3.58ft),  Average Daily Traffic: 24,006 (year 1989),  Truck Traffic: 6%,  Average Future Daily Traffic: 33,608 (year 2009),  Features Intersected: SCAJAQUADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 494.027,  Lanes on structure: 6,  Owner: State Agenciy,  Approaching Roadway Width: 18.2m (59.7ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 4.2m (13.8ft),  Right: 0.0m,  Curb-To-Curb Width: 18.2m (59.7ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 45.9 metric tons,  Inventory Rating: 18.7 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 10,  Bridge Improvement Cost: $3,467,000,  Roadway Improvement Cost: $2,030,000,  Total Project Cost: $5,497,000 ( Estimate for 2011),  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 551217,  Location: 0.5 MI W I190 TOLL GATE (Lat: 42.876272,  Lng: -78.801458),  Route carried "on" structure: City street ,  Year Built: 2003,  Status: Open,  Structure Length: 6.43m (21.10ft),  Average Daily Traffic: 11,400 (year 2009),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,960 (year 2029),  Design Load: HS 25,  Features Intersected: RTE I190,  Facility Carried by Structure: OGDEN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.657,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.43m (21.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $1,158,000,  Roadway Improvement Cost: $678,000,  Total Project Cost: $1,836,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing
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Structure Number: 551218,  Location: 1.4 MI W I190 TOLLGATE (Lat: 42.876050,  Lng: -78.808631),  Route carried "on" structure: City street ,  Year Built: 1957,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 1,540 (year 2010),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,771 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: RTE I190,  Facility Carried by Structure: WEISS STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 6.07m (19.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $2,581,000,  Roadway Improvement Cost: $1,511,000,  Total Project Cost: $4,092,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 5512199,  Location: 0.9 MI E JCT RTS I190< 16 (Lat: 42.869047,  Lng: -78.821417),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 28.62m (93.90ft),  Average Daily Traffic: 56,300 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 59,838 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BAILEY AVE-US 62, Norfol
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.494,  Lanes on structure: 7,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.62m (93.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $28,076,000,  Roadway Improvement Cost: $16,441,000,  Total Project Cost: $44,517,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512209,  Location: 0.5 MI W JCT RTS I190< 16 (Lat: 42.868403,  Lng: -78.832039),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 67,600 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,284 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: MILTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.524,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb-To-Curb Width: 31.1m (102.0ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.1 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: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $545,000,  Roadway Improvement Cost: $319,000,  Total Project Cost: $864,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512219,  Location: 1.1 MI W JCT RTS I190< 16 (Lat: 42.868953,  Lng: -78.835500),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 67,600 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,284 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: BABCOCK STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.813,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 58.1 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.45m (14.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $92,000,  Total Project Cost: $249,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512229,  Location: 1.7 MI WNW JCT RTSI190<16 (Lat: 42.869686,  Lng: -78.839658),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 67,600 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,284 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: PEABODY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.167,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.8m (55.1ft),  Curb-To-Curb Width: 29.7m (97.4ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  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: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $381,000,  Roadway Improvement Cost: $223,000,  Total Project Cost: $604,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512239,  Location: .3 MI E 190I EXIT N4 (Lat: 42.870264,  Lng: -78.843108),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 17.43m (57.19ft),  Average Daily Traffic: 67,600 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 71,786 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SELKIRK STREET, Norfolk
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.328,  Lanes on structure: 7,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.43m (57.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Bridge Improvement Cost: $8,634,000,  Roadway Improvement Cost: $5,056,000,  Total Project Cost: $13,690,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512249,  Location: 2.4 MI WNW JCT RTSI190<16 (Lat: 42.870722,  Lng: -78.845303),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 69,400 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 73,694 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: SMITH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.634,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 33.5m (109.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.3m (83.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 32.7m (107.3ft),  Out-to-Out Width: 33.9m (111.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.03m (16.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $884,000,  Roadway Improvement Cost: $518,000,  Total Project Cost: $1,402,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512259,  Location: 2.9 MI WNW JCT RTSI190<16 (Lat: 42.871683,  Lng: -78.848547),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 5.46m (17.91ft),  Average Daily Traffic: 69,400 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 73,192 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: ERIE LACK RR(ABD)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.907,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 32.2m (105.6ft),  Out-to-Out Width: 32.7m (107.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.46m (17.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $602,000,  Roadway Improvement Cost: $353,000,  Total Project Cost: $955,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 5512269,  Location: 3.3 MI WNW JCT I190/SH 16 (Lat: 42.872297,  Lng: -78.851756),  Route carried "on" structure: Interstate 190,  Year Built: 1957,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 69,400 (year 2005),  Truck Traffic: 9%,  Average Future Daily Traffic: 73,192 (year 2031),  Design Load: HS 20+Mod,  Features Intersected: VAN RENSSELAER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.197,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 31.3m (102.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.15m (13.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $411,000,  Roadway Improvement Cost: $241,000,  Total Project Cost: $652,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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