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


  • National Bridge Inventory (NBI) Statistics
  • 202Number of bridges
  • 2,346m7,697ftTotal length
  • $708,462,000Total costs
  • 5,158,798Total average daily traffic
  • 463,880Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Syracuse
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New bridges - Historical Statistics

  • 3Before 1900
  • 31900-1909
  • 21910-1919
  • 11920-1929
  • 41930-1939
  • 71940-1949
  • 101950-1959
  • 1011960-1969
  • 161970-1979
  • 351980-1989
  • 81990-1999
  • 102000-2009
  • 22010-2015

Reconstructed bridges - Historical Statistics

  • 11900-1909
  • 01910-1919
  • 01920-1929
  • 01930-1939
  • 01940-1949
  • 01950-1959
  • 01960-1969
  • 131970-1979
  • 21980-1989
  • 41990-1999
  • 32000-2009
  • 22010-2015

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

Bridge Condition - Culverts

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Structure Number: 105091,  Location: JCT OF I-690 +N SALINA ST (Lat: 43.053453,  Lng: -76.152083),  Route carried "on" structure: Interstate 690,  Year Built: 1966,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 68,620 (year 2002),  Truck Traffic: 14%,  Average Future Daily Traffic: 82,086 (year 2034),  Design Load: HS 20,  Features Intersected: N SALINA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.982,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.6m (107.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Excellent,  Superstructure: Satisfactory,  Substructure: 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: High priority of replacement,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.41m (11.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 14,  Bridge Improvement Cost: $562,000,  Roadway Improvement Cost: $329,000,  Total Project Cost: $891,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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Structure Number: 1050921,  Location: ON RAMP-I690 WB TO I81 NB (Lat: 43.052872,  Lng: -76.150022),  Route carried "on" structure: Ramp Interstate ,  Year Built: 1968,  Status: Open,  Structure Length: 2.25m (7.38ft),  Average Daily Traffic: 5,516 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,993 (year 2034),  Design Load: HS 20,  Features Intersected: WILLOW STREET,  Facility Carried by Structure: I690WB TO I81 NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.354,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  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 14,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $63,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 34,310 (year 2002),  Truck Traffic: 14%,  Average Future Daily Traffic: 82,086 (year 2034),  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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: 2.28m (7.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $196,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $311,000 ( Estimate for 2014),  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: 11,032 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 11,993 (year 2034),  Design Load: H 20,  Features Intersected: NORTH STATE ST., JAMES S
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  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: Fair,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 14,  Bridge Improvement Cost: $2,540,000,  Roadway Improvement Cost: $1,487,000,  Total Project Cost: $4,027,000 ( Estimate for 2014),  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: 12,455 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,438 (year 2034),  Design Load: HS 20,  Features Intersected: N STATE ST - US11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 5,  Base Highway Network: Yes,  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: Fair,  Superstructure: Satisfactory,  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: July 14,  Bridge Improvement Cost: $375,000,  Roadway Improvement Cost: $220,000,  Total Project Cost: $595,000 ( Estimate for 2014),  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: 78,865 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 92,906 (year 2034),  Design Load: HS 20,  Features Intersected: RTE I81, JAMES ST., N. S
Minimum Vertical Clearance: 30+ m (98+ ft),  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: Serious,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Somewhat better than minimum adequacy,  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: December 14,  Critical Feature Inspection Date: December 14,  Bridge Improvement Cost: $43,425,000,  Roadway Improvement Cost: $4,075,000,  Total Project Cost: $47,500,000 ( Estimate for 2014),  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: 68,620 (year 2002),  Truck Traffic: 14%,  Average Future Daily Traffic: 82,086 (year 2034),  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: Poor,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 18.95m (62.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Bridge Improvement Cost: $20,240,000,  Roadway Improvement Cost: $11,853,000,  Total Project Cost: $32,093,000 ( Estimate for 2014),  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: 4.473,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  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: Poor,  Superstructure: Good,  Substructure: Satisfactory,  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: 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: May 14,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $744,000 ( Estimate for 2014),  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: 89,626 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,842 (year 2034),  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: Good,  Substructure: Good,  Operating Rating: 90.7 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: 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 14,  Bridge Improvement Cost: $415,000,  Roadway Improvement Cost: $243,000,  Total Project Cost: $658,000 ( Estimate for 2014),  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: 57,056 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  Design Load: HS 20,  Features Intersected: CATHERINE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.915,  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 13,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $53,000,  Total Project Cost: $143,000 ( Estimate for 2014),  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: 57,056 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: 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: 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 13,  Bridge Improvement Cost: $469,000,  Roadway Improvement Cost: $275,000,  Total Project Cost: $744,000 ( Estimate for 2014),  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: 2,550 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,501 (year 2034),  Design Load: HS 20,  Features Intersected: CATHERINE STREET,  Facility Carried by Structure: RAMP 'O' TO I690E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.129,  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 13,  Bridge Improvement Cost: $63,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $100,000 ( Estimate for 2014),  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: 41,074 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 93,786 (year 2034),  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: 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 13,  Bridge Improvement Cost: $429,000,  Roadway Improvement Cost: $251,000,  Total Project Cost: $680,000 ( Estimate for 2014),  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: 41,074 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 93,786 (year 2034),  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: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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 13,  Bridge Improvement Cost: $404,000,  Roadway Improvement Cost: $236,000,  Total Project Cost: $640,000 ( Estimate for 2014),  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: 114,111 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: 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: Excellent,  Superstructure: Very 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: 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 14,  Bridge Improvement Cost: $266,000,  Roadway Improvement Cost: $156,000,  Total Project Cost: $422,000 ( Estimate for 2014),  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: 114,111 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: Excellent,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 63.5 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: 2.31m (7.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 14,  Bridge Improvement Cost: $98,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $155,000 ( Estimate for 2014),  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: 114,111 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: 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: 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: June 13,  Bridge Improvement Cost: $784,000,  Roadway Improvement Cost: $459,000,  Total Project Cost: $1,243,000 ( Estimate for 2014),  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: 114,111 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: Poor,  Superstructure: Poor,  Substructure: Poor,  Operating Rating: 57.2 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: Meets minimum limits,  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: September 14,  Bridge Improvement Cost: $42,360,000,  Roadway Improvement Cost: $3,975,000,  Total Project Cost: $46,335,000 ( Estimate for 2014),  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: 17,712 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 19,110 (year 2034),  Design Load: HS 20,  Features Intersected: RELIEF,  Facility Carried by Structure: FROM I690 EB RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.241,  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: Fair,  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 13,  Bridge Improvement Cost: $6,545,000,  Roadway Improvement Cost: $3,833,000,  Total Project Cost: $10,378,000 ( Estimate for 2014),  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: 114,111 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: 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: 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: May 13,  Bridge Improvement Cost: $1,035,000,  Roadway Improvement Cost: $606,000,  Total Project Cost: $1,641,000 ( Estimate for 2014),  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: 81,087 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 87,488 (year 2034),  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: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 64.4 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 13,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $31,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral 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: 16,886 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 23,640 (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: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 13,  Bridge Improvement Cost: $269,000,  Roadway Improvement Cost: $158,000,  Total Project Cost: $427,000 ( Estimate for 2014),  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: 79,558 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 96,616 (year 2034),  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: Poor,  Substructure: Satisfactory,  Operating Rating: 61.7 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: 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: 35.63m (116.90ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Critical Feature Inspection Date: November 14,  Bridge Improvement Cost: $18,327,000,  Roadway Improvement Cost: $1,720,000,  Total Project Cost: $20,047,000 ( Estimate for 2014),  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: 10,032 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 10,824 (year 2034),  Design Load: HS 20,  Features Intersected: ERIE BOULEVARD, WATER ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.064,  Lanes on structure: 1,  Lanes under structure: 11,  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: 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: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 14,  Bridge Improvement Cost: $2,471,000,  Roadway Improvement Cost: $1,447,000,  Total Project Cost: $3,918,000 ( Estimate for 2014),  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: 114,111 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 134,427 (year 2034),  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: Poor,  Superstructure: Poor,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: November 14,  Critical Feature Inspection Date: November 14,  Bridge Improvement Cost: $11,895,000,  Roadway Improvement Cost: $6,966,000,  Total Project Cost: $18,861,000 ( Estimate for 2014),  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: 89,207 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,334 (year 2034),  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: 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: 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: May 13,  Bridge Improvement Cost: $244,000,  Roadway Improvement Cost: $143,000,  Total Project Cost: $387,000 ( Estimate for 2014),  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: 44,604 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,334 (year 2034),  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: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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 13,  Bridge Improvement Cost: $59,068,000,  Roadway Improvement Cost: $34,590,000,  Total Project Cost: $93,658,000 ( Estimate for 2014),  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: 44,604 (year 2001),  Truck Traffic: 14%,  Average Future Daily Traffic: 108,334 (year 2034),  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: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 13,  Bridge Improvement Cost: $3,476,000,  Roadway Improvement Cost: $2,036,000,  Total Project Cost: $5,512,000 ( Estimate for 2014),  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: 11,380 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 12,279 (year 2034),  Design Load: HS 20,  Features Intersected: JAMES STREET,  Facility Carried by Structure: I81RAMP TO I690EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.434,  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,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 13,  Bridge Improvement Cost: $9,637,000,  Roadway Improvement Cost: $5,643,000,  Total Project Cost: $15,280,000 ( Estimate for 2014),  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: 33,645 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 79,269 (year 2034),  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: Good,  Substructure: Satisfactory,  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: October 14,  Bridge Improvement Cost: $124,000,  Roadway Improvement Cost: $73,000,  Total Project Cost: $197,000 ( Estimate for 2014),  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: 33,645 (year 2003),  Truck Traffic: 14%,  Average Future Daily Traffic: 79,269 (year 2034),  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: 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: Satisfactory,  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: October 14,  Bridge Improvement Cost: $366,000,  Roadway Improvement Cost: $214,000,  Total Project Cost: $580,000 ( Estimate for 2014),  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: 26,385 (year 2002),  Truck Traffic: 14%,  Average Future Daily Traffic: 63,124 (year 2034),  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: Fair,  Superstructure: 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: April 14,  Bridge Improvement Cost: $480,000,  Roadway Improvement Cost: $281,000,  Total Project Cost: $761,000 ( Estimate for 2014),  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: 26,385 (year 2002),  Truck Traffic: 14%,  Average Future Daily Traffic: 63,124 (year 2034),  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),  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: Poor,  Superstructure: 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 14,  Bridge Improvement Cost: $470,000,  Roadway Improvement Cost: $276,000,  Total Project Cost: $746,000 ( Estimate for 2014),  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: 64,444 (year 2005),  Truck Traffic: 14%,  Average Future Daily Traffic: 73,573 (year 2034),  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: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 98.9 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: 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 14,  Bridge Improvement Cost: $1,115,000,  Roadway Improvement Cost: $653,000,  Total Project Cost: $1,768,000 ( Estimate for 2014),  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: 68,620 (year 2002),  Truck Traffic: 14%,  Average Future Daily Traffic: 82,086 (year 2034),  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: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 14,  Bridge Improvement Cost: $622,000,  Roadway Improvement Cost: $364,000,  Total Project Cost: $986,000 ( Estimate for 2014),  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: 8,108 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,351 (year 2027),  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: Excellent,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 14,  Bridge Improvement Cost: $666,000,  Roadway Improvement Cost: $390,000,  Total Project Cost: $1,056,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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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: 5,847 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 6,308 (year 2034),  Design Load: HS 20,  Features Intersected: I81NB, I690EB, E. ERIE B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.338,  Lanes on structure: 2,  Lanes under structure: 12,  Base Highway Network: Yes,  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: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 52.51m (172.28ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: October 14,  Critical Feature Inspection Date: October 14,  Bridge Improvement Cost: $14,057,000,  Roadway Improvement Cost: $8,232,000,  Total Project Cost: $22,289,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 1064679,  Location: JCT 690I+THOMPSON RD @ RR (Lat: 43.060736,  Lng: -76.085178),  Route carried "on" structure: City street 635,  Year Built: 1971,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 4.96m (16.27ft),  Average Daily Traffic: 23,677 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 33,148 (year 2028),  Design Load: HS 20,  Features Intersected: CSX TRANS/PEAT ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.579,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 22 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 or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.4m (93.2ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.96m (16.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 13,  Bridge Improvement Cost: $2,535,000,  Roadway Improvement Cost: $1,485,000,  Total Project Cost: $4,020,000 ( Estimate for 2014),  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: 5,337 (year 2013),  Truck Traffic: 14%,  Average Future Daily Traffic: 5,758 (year 2034),  Design Load: HS 20,  Features Intersected: RTE I81, I81 SB TO I481,  Facility Carried by Structure: I481 SB TO I81 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.257,  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: October 13,  Bridge Improvement Cost: $4,139,000,  Roadway Improvement Cost: $2,424,000,  Total Project Cost: $6,563,000 ( Estimate for 2014),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete
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