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

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Parts: 1, 2, 3, 4


National Bridge Inventory (NBI) Statistics
Number of bridges: 204
Total length: 2,367 meters (7,766ft)
Total costs: $635,113,000
Total average daily traffic: 5,446,012
Total average daily truck traffic: 399,426
National Bridge Inventory (NBI) Registered Bridges for Syracuse
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New bridges - Historical Statistics

  • Before 1900: 3
  • 1900-1909: 3
  • 1910-1919: 2
  • 1920-1929: 1
  • 1930-1939: 5
  • 1940-1949: 11
  • 1950-1959: 10
  • 1960-1969: 101
  • 1970-1979: 15
  • 1980-1989: 35
  • 1990-1999: 6
  • 2000-2009: 10
  • 2010-2012: 2

Reconstructed bridges - Historical Statistics

  • 1900-1909: 1
  • 1910-1919: 0
  • 1920-1929: 0
  • 1930-1939: 0
  • 1940-1949: 0
  • 1950-1959: 0
  • 1960-1969: 0
  • 1970-1979: 12
  • 1980-1989: 2
  • 1990-1999: 4
  • 2000-2009: 1
  • 2010-2012: 2

Average Daily Traffic

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 1050922,  Location: .2MI E JCT 690I WB+ I-81 (Lat: 43.052589,  Lng: -76.150717),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 34,300 (year 2002),  Truck Traffic: 12%,  Average Future Daily Traffic: 78,376 (year 2031),  Design Load: HS 20,  Features Intersected: WILLOW STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.143,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  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-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.6 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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $108,000,  Total Project Cost: $292,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105095,  Location: I-690 WB OVER STATE+JAMES (Lat: 43.051128,  Lng: -76.147428),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 12.07m (39.60ft),  Average Daily Traffic: 69,999 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 97,999 (year 2022),  Design Load: H 20,  Features Intersected: NORTH STATE ST., JAMES S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 325.983,  Lanes on structure: 4,  Lanes under structure: 9,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 21.7m (71.2ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 79.8 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: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.07m (39.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $1,078,000,  Roadway Improvement Cost: $631,000,  Total Project Cost: $1,709,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105095A,  Location: CONNECTOR I81 & I690 WB (Lat: 43.050972,  Lng: -76.147358),  Route carried "on" structure: Ramp Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 36,721 (year 1989),  Truck Traffic: 9%,  Average Future Daily Traffic: 51,409 (year 2009),  Design Load: HS 20,  Features Intersected: N STATE ST - US11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 4.5m (14.8ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  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: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.57m (14.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $235,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $373,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051,  Location: VIADUCT I-690 EB@I-81 INT (Lat: 43.053817,  Lng: -76.152042),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 95.92m (314.70ft),  Average Daily Traffic: 78,900 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 88,880 (year 2031),  Design Load: HS 20,  Features Intersected: RTE I81, JAMES ST., N. S
Minimum Vertical Clearance: 6.40m (21.00ft),  Kilometerpoint: 13.853,  Lanes on structure: 3,  Lanes under structure: 49,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 31,  Length of Maximum Span: 36.5m (119.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 88.9 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: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 95.92m (314.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Critical Feature Inspection Date: November 10,  Bridge Improvement Cost: $19,818,000,  Roadway Improvement Cost: $11,605,000,  Total Project Cost: $31,423,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105100A,  Location: CONNECTOR I690EB TO I81SB (Lat: 43.052047,  Lng: -76.148175),  Route carried "on" structure: Ramp Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 18.95m (62.17ft),  Average Daily Traffic: 68,600 (year 2002),  Truck Traffic: 12%,  Average Future Daily Traffic: 78,376 (year 2031),  Design Load: HS 20,  Features Intersected: N STATE ST- US 11, N TOW
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 14.384,  Lanes on structure: 1,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 18.95m (62.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $1,978,000,  Roadway Improvement Cost: $1,158,000,  Total Project Cost: $3,136,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 105103,  Location: 0.3MI E JCT 690I WB+ I-81 (Lat: 43.051656,  Lng: -76.145658),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 74,176 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 103,846 (year 2022),  Design Load: HS 20,  Features Intersected: N TOWNSEND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 326.273,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.7m (48.2ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.7 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $410,000,  Total Project Cost: $1,110,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105105,  Location: 0.4MI E JCT 690I WB+ I-81 (Lat: 43.051708,  Lng: -76.143775),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 89,600 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 102,818 (year 2031),  Design Load: HS 20,  Features Intersected: N MCBRIDE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.771,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 20 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-To-Curb Width: 20.9m (68.6ft),  Out-to-Out Width: 23.7m (77.8ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 91.6 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $438,000,  Roadway Improvement Cost: $256,000,  Total Project Cost: $694,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051061,  Location: 0.5MI E JCT 690I WB+ I-81 (Lat: 43.051800,  Lng: -76.142075),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 53,229 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: CATHERINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.367,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.8m (58.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $700,000,  Roadway Improvement Cost: $410,000,  Total Project Cost: $1,110,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051062,  Location: 0.2MI E JCT 690I EB+ I-81 (Lat: 43.051586,  Lng: -76.142125),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.28m (7.48ft),  Average Daily Traffic: 57,050 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: CONNECTOR E, CATHERINE S
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 14.915,  Lanes on structure: 3,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 14.5m (47.6ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $41,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051063,  Location: ON RAMP-TO I690 EB AT I81 (Lat: 43.051158,  Lng: -76.142072),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 10,717 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 15,004 (year 2021),  Design Load: HS 20,  Features Intersected: CATHERINE STREET,  Facility Carried by Structure: RAMP 'O' TO I690E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.367,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 68.9 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $280,000,  Roadway Improvement Cost: $164,000,  Total Project Cost: $444,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051081,  Location: .2 MI W EXIT 16 OF I690 (Lat: 43.059219,  Lng: -76.089872),  Route carried "on" structure: Interstate 690,  Year Built: 1971,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 41,378 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 89,183 (year 2031),  Design Load: HS 20,  Features Intersected: CSX TRANS/PEAT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 331.180,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $105,000,  Total Project Cost: $284,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1051082,  Location: .2 MI W EXIT 16 OF I690 (Lat: 43.059467,  Lng: -76.089736),  Route carried "on" structure: Interstate 690,  Year Built: 1971,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 41,050 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 89,183 (year 2031),  Design Load: HS 20,  Features Intersected: CSX TRANS/PEAT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.308,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.1m (52.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.15m (16.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $149,000,  Roadway Improvement Cost: $87,000,  Total Project Cost: $236,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1051091,  Location: .7 MI W JCT I690 & TEALL (Lat: 43.051683,  Lng: -76.136456),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 53,229 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: CROUSE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 327.061,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.1m (52.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $1,191,000,  Roadway Improvement Cost: $697,000,  Total Project Cost: $1,888,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051092,  Location: .7 MI W JCT I690 & TEALL (Lat: 43.051356,  Lng: -76.136450),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.31m (7.58ft),  Average Daily Traffic: 114,100 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: CROUSE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.366,  Lanes on structure: 4,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 19.1m (62.7ft),  Out-to-Out Width: 20.2m (66.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Inventory Rating: 60.8 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $1,438,000,  Roadway Improvement Cost: $842,000,  Total Project Cost: $2,280,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051119,  Location: 0.3MI W JCT I-690+TEALL (Lat: 43.051419,  Lng: -76.131331),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 5.57m (18.27ft),  Average Daily Traffic: 114,100 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: LODI STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.768,  Lanes on structure: 6,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 25 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 29.3m (96.1ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.57m (18.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 11,  Bridge Improvement Cost: $23,110,000,  Roadway Improvement Cost: $13,533,000,  Total Project Cost: $36,643,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051139,  Location: 0.1 MI W JCT I-690+ TEALL (Lat: 43.051708,  Lng: -76.127531),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 46.39m (152.20ft),  Average Daily Traffic: 114,100 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: BEECH STREET
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 16.010,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 26.1m (85.6ft),  Out-to-Out Width: 27.3m (89.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 46.39m (152.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 11,  Bridge Improvement Cost: $21,297,000,  Roadway Improvement Cost: $12,472,000,  Total Project Cost: $33,769,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 105113A,  Location: I690 EB TO TEALL STREET (Lat: 43.052672,  Lng: -76.123764),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 6.30m (20.67ft),  Average Daily Traffic: 9,983 (year 2001),  Truck Traffic: 8%,  Average Future Daily Traffic: 13,976 (year 2021),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: FROM I690 EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.139,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 29 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 5.4m (17.7ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $928,000,  Roadway Improvement Cost: $543,000,  Total Project Cost: $1,471,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1051149,  Location: JCT OF RTE I-690 + TEALL (Lat: 43.053322,  Lng: -76.121800),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 114,100 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: TEALL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.605,  Lanes on structure: 6,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.1m (98.8ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.4m (76.8ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  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 11,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $103,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1051159,  Location: 0.3 MI E JCT I-690+ TEALL (Lat: 43.054869,  Lng: -76.115614),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 2.40m (7.87ft),  Average Daily Traffic: 94,900 (year 2006),  Truck Traffic: 12%,  Average Future Daily Traffic: 101,606 (year 2031),  Design Load: HS 20,  Features Intersected: PEAT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.136,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.6m (103.7ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 29.5m (96.8ft),  Out-to-Out Width: 31.2m (102.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 11,  Bridge Improvement Cost: $8,486,000,  Roadway Improvement Cost: $4,969,000,  Total Project Cost: $13,455,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105116,  Location: JCT OF RTE I-690+MIDLER (Lat: 43.057747,  Lng: -76.104039),  Route carried "on" structure: City street ,  Year Built: 1968,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 6.33m (20.77ft),  Average Daily Traffic: 16,900 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,660 (year 2026),  Design Load: HS 25,  Features Intersected: RTE I690,  Facility Carried by Structure: S. MIDLER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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 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: 6.33m (20.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $916,000,  Roadway Improvement Cost: $536,000,  Total Project Cost: $1,452,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105384,  Location: JCT OF RTS I-81 NB + 5 (Lat: 43.049894,  Lng: -76.142975),  Route carried "on" structure: Interstate 81,  Year Built: 1968,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 35.63m (116.90ft),  Average Daily Traffic: 79,600 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 92,011 (year 2031),  Design Load: HS 20,  Features Intersected: ERIE BOULEVARD, WASHINGT
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 31.038,  Lanes on structure: 3,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 13,  Length of Maximum Span: 32.0m (105.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 35.63m (116.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Critical Feature Inspection Date: October 10,  Bridge Improvement Cost: $4,232,000,  Roadway Improvement Cost: $2,478,000,  Total Project Cost: $6,710,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 105384A,  Location: CONNECTION I81NB & I690EB (Lat: 43.050850,  Lng: -76.142456),  Route carried "on" structure: Ramp Interstate 81,  Year Built: 1968,  Status: Open,  Structure Length: 22.15m (72.67ft),  Average Daily Traffic: 102,011 (year 1999),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,815 (year 2019),  Design Load: HS 20,  Features Intersected: ERIE BOULEVARD, WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.815,  Lanes on structure: 1,  Lanes under structure: 11,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 22.15m (72.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $40,000,  Total Project Cost: $108,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105386,  Location: JCT OF RTS I-81 SB + 5 (Lat: 43.051197,  Lng: -76.145694),  Route carried "on" structure: Interstate 81,  Year Built: 1968,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 43.43m (142.49ft),  Average Daily Traffic: 114,100 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 127,361 (year 2031),  Design Load: HS 20,  Features Intersected: NORTH TOWNSEND ST, ERIE
Minimum Vertical Clearance: 4.87m (15.98ft),  Kilometerpoint: 14.433,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 15,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 43.43m (142.49ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Critical Feature Inspection Date: October 10,  Bridge Improvement Cost: $3,688,000,  Roadway Improvement Cost: $2,160,000,  Total Project Cost: $5,848,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 105387,  Location: JCT OF I-81 NB + I-690 EB (Lat: 43.051442,  Lng: -76.145683),  Route carried "on" structure: Interstate 81,  Year Built: 1968,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 89,200 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,121 (year 2031),  Design Load: HS 20,  Features Intersected: N TOWNSEND STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.520,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  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: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 15.5m (50.9ft),  Out-to-Out Width: 17.0m (55.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 90.7 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: 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: 2.25m (7.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 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: Monolithic Concrete
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Structure Number: 1053881,  Location: JCT OF I-81 SB + RTE 290 (Lat: 43.051611,  Lng: -76.147992),  Route carried "on" structure: Interstate 81,  Year Built: 1968,  Status: Open,  Structure Length: 30.02m (98.49ft),  Average Daily Traffic: 44,600 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,121 (year 2031),  Design Load: HS 20,  Features Intersected: N STATE STREET, JAMES ST
Minimum Vertical Clearance: 5.99m (19.65ft),  Kilometerpoint: 31.665,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 30.02m (98.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $5,828,000,  Roadway Improvement Cost: $3,413,000,  Total Project Cost: $9,241,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1053882,  Location: JCT OF I-81 NB + RTE 290 (Lat: 43.051897,  Lng: -76.148092),  Route carried "on" structure: Interstate 81,  Year Built: 1968,  Status: Open,  Structure Length: 28.55m (93.67ft),  Average Daily Traffic: 44,600 (year 2001),  Truck Traffic: 12%,  Average Future Daily Traffic: 103,121 (year 2031),  Design Load: HS 20,  Features Intersected: N STATE STREET, JAMES ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.681,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 28.55m (93.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 11,  Bridge Improvement Cost: $2,349,000,  Roadway Improvement Cost: $1,376,000,  Total Project Cost: $3,725,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105388A,  Location: CONNECTION I81 & I690 EB (Lat: 43.052214,  Lng: -76.148811),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 9.32m (30.58ft),  Average Daily Traffic: 20,210 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 28,294 (year 2022),  Design Load: HS 20,  Features Intersected: JAMES STREET,  Facility Carried by Structure: I81RAMP TO I690EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 329.362,  Lanes on structure: 1,  Lanes under structure: 4,  Owner: State Highway Agency,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.7m (113.8ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.32m (30.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 11,  Bridge Improvement Cost: $1,382,000,  Roadway Improvement Cost: $809,000,  Total Project Cost: $2,191,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1053931,  Location: AT EXIT 9 OF I690 (Lat: 43.056142,  Lng: -76.176922),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 33,650 (year 2003),  Truck Traffic: 12%,  Average Future Daily Traffic: 75,851 (year 2031),  Design Load: HS 20,  Features Intersected: BEAR ST EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.923,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.3m (56.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.69m (15.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $646,000,  Roadway Improvement Cost: $378,000,  Total Project Cost: $1,024,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1053932,  Location: AT EXIT 9 OF I690 (Lat: 43.056817,  Lng: -76.176056),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 25,733 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 75,144 (year 2031),  Design Load: HS 20,  Features Intersected: BEAR ST EXTENSION
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 323.940,  Lanes on structure: 3,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.5m (50.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: 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: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.81m (12.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 10,  Bridge Improvement Cost: $392,000,  Roadway Improvement Cost: $230,000,  Total Project Cost: $622,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1053941,  Location: JCT I690 WB & SH 298 (Lat: 43.055928,  Lng: -76.173739),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.04m (6.69ft),  Average Daily Traffic: 26,400 (year 2002),  Truck Traffic: 12%,  Average Future Daily Traffic: 59,691 (year 2031),  Design Load: HS 20,  Features Intersected: LIBERTY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.196,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State 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: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 61.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.04m (6.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 10,  Bridge Improvement Cost: $3,412,000,  Roadway Improvement Cost: $1,998,000,  Total Project Cost: $5,410,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1053942,  Location: JCT I690 EB & SH 298 (Lat: 43.056175,  Lng: -76.173694),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 25,733 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 60,297 (year 2031),  Design Load: HS 20,  Features Intersected: LIBERTY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 323.892,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 13.5m (44.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 64.4 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $286,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $453,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1053969,  Location: .6 MI E JCT I-690 + 298 (Lat: 43.055669,  Lng: -76.165992),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 64,400 (year 2005),  Truck Traffic: 12%,  Average Future Daily Traffic: 70,801 (year 2031),  Design Load: HS 20,  Features Intersected: VAN RENSSELAER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.824,  Lanes on structure: 8,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 35.3m (115.8ft),  Out-to-Out Width: 37.1m (121.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $176,000,  Roadway Improvement Cost: $103,000,  Total Project Cost: $279,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 105402,  Location: .8 MI E JCT I-690 + 298 (Lat: 43.053992,  Lng: -76.153453),  Route carried "on" structure: Interstate 690,  Year Built: 1968,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 68,600 (year 2002),  Truck Traffic: 12%,  Average Future Daily Traffic: 77,669 (year 2031),  Design Load: HS 20,  Features Intersected: N CLINTON STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.870,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.0m,  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.13m (6.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 10,  Bridge Improvement Cost: $428,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $679,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 106072,  Location: .6 MI SE JCT ONON CK &SH5 (Lat: 43.042467,  Lng: -76.154367),  Route carried "on" structure: State highway 930C,  Year Built: 1964,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 8,100 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 8,282 (year 2031),  Design Load: H 20,  Features Intersected: ONONDAGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.290,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 10,  Bridge Improvement Cost: $4,312,000,  Roadway Improvement Cost: $2,525,000,  Total Project Cost: $6,837,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 106459,  Location: CONNECTION I690WB & I81SB (Lat: 43.050544,  Lng: -76.143114),  Route carried "on" structure: Interstate 81,  Year Built: 1968,  Status: Open,  Structure Length: 52.51m (172.28ft),  Average Daily Traffic: 102,011 (year 1999),  Truck Traffic: 9%,  Average Future Daily Traffic: 142,815 (year 2019),  Design Load: HS 20,  Features Intersected: I81NB, I690EB, E. ERIE B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 328.944,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 17,  Length of Maximum Span: 36.8m (120.7ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.51m (172.28ft),  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: $3,339,000,  Roadway Improvement Cost: $1,955,000,  Total Project Cost: $5,294,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 106909,  Location: JCT I81 & I481 (Lat: 43.006283,  Lng: -76.134425),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1980,  Status: Open,  Structure Length: 23.92m (78.48ft),  Average Daily Traffic: 1,050 (year 1979),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,470 (year 1999),  Design Load: HS 20,  Features Intersected: RTE I81, I81 SB TO I481,  Facility Carried by Structure: I481 WB TO I81 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 62.4m (204.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.92m (78.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  Bridge Improvement Cost: $7,730,000,  Roadway Improvement Cost: $4,527,000,  Total Project Cost: $12,257,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 10691,  Location: JCT I81 & I481 (Lat: 43.007250,  Lng: -76.134147),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1980,  Status: Open,  Structure Length: 10.08m (33.07ft),  Average Daily Traffic: 4,039 (year 2000),  Truck Traffic: 8%,  Average Future Daily Traffic: 5,655 (year 2020),  Design Load: HS 20,  Features Intersected: RTE I81,  Facility Carried by Structure: I81 SB TO I481 EB
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.2m (108.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 95.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.08m (33.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 10,  Bridge Improvement Cost: $9,629,000,  Roadway Improvement Cost: $904,000,  Total Project Cost: $10,533,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 106911,  Location: .1 MI E JCT I81 & I481 (Lat: 43.006581,  Lng: -76.131708),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 5.79m (19.00ft),  Average Daily Traffic: 18,100 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 25,340 (year 2023),  Design Load: HS 20,  Features Intersected: I481RAMPFROMI81SB, I481R,  Facility Carried by Structure: BRIGHTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.531,  Lanes on structure: 7,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 27.4m (89.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.3m (188.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 30.3m (99.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 71.7 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.79m (19.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $11,694,000,  Roadway Improvement Cost: $6,848,000,  Total Project Cost: $18,542,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 106912,  Location: .1 MI E JCT I81 & I481 (Lat: 43.007644,  Lng: -76.132039),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 5.60m (18.37ft),  Average Daily Traffic: 18,100 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 18,988 (year 2031),  Design Load: HS 20,  Features Intersected: I481RAMPTO81NB, I481 RAM,  Facility Carried by Structure: BRIGHTON AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.644,  Lanes on structure: 4,  Lanes under structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 24.3m (79.7ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.8m (179.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 24.3m (79.7ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Inventory Rating: 68.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Bridge Improvement Cost: $1,524,000,  Roadway Improvement Cost: $892,000,  Total Project Cost: $2,416,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1071341,  Location: 1.3 MI S JCT I81 & I90 (Lat: 43.073253,  Lng: -76.170522),  Route carried "on" structure: Interstate 81,  Year Built: 1984,  Status: Open,  Structure Length: 58.76m (192.78ft),  Average Daily Traffic: 26,613 (year 2000),  Truck Traffic: 9%,  Average Future Daily Traffic: 96,253 (year 2031),  Design Load: HS 20,  Features Intersected: FROM I81 TO SH370, Ley C
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 332.918,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 85.3m (279.9ft),  Curb-To-Curb Width: 16.4m (53.8ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 58.76m (192.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 10,  Bridge Improvement Cost: $19,338,000,  Roadway Improvement Cost: $11,324,000,  Total Project Cost: $30,662,000 ( Estimate for 2011),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Deck Protection: Epoxy Coated Reinforcing

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