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

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Structure Number: 1051429,  Location: JCT RTS 5A+69 (Lat: 43.115425,  Lng: -75.287731),  Route carried "on" structure: State highway 5A,  Year Built: 1969,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 10,148 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,395 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 69
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.097,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 17.8m (58.4ft),  Out-to-Out Width: 19.6m (64.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2007,  Bridge Improvement Cost: $4,606,000,  Roadway Improvement Cost: $2,672,000,  Total Project Cost: $7,278,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 105176,  Location: .2 MI NE JCT RTS 69 & 291 (Lat: 43.139308,  Lng: -75.303694),  Route carried "on" structure: State highway 291,  Year Built: 1994,  Status: Open,  Structure Length: 10.45m (34.28ft),  Average Daily Traffic: 9,812 (year 2006),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,225 (year 2026),  Design Load: HS 25,  Features Intersected: CSX TRANS/AMTRAK, MOHAWK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.077,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 54.8m (179.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.45m (34.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,148,000,  Roadway Improvement Cost: $683,000,  Total Project Cost: $1,831,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22063,  Location: AT ORISKANY (Lat: 43.155814,  Lng: -75.330578),  Route carried "on" structure: City street ,  Year Built: 1955,  Status: Open,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 1,479 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,842 (year 2018),  Design Load: H 20,  Features Intersected: ORISKANY CR,  Facility Carried by Structure: UTICA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $259,000,  Roadway Improvement Cost: $148,000,  Total Project Cost: $407,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331141,  Location: .75 MI S OF ORISKANY (Lat: 43.142933,  Lng: -75.337764),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 1,176 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,464 (year 2025),  Design Load: HS 20,  Features Intersected: ORISKANY CREEK,  Facility Carried by Structure: COUNTY ROAD 32
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 99.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.99m (13.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $179,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $285,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 331142,  Location: 2 MI E ONEIDA CO. AIRPORT (Lat: 43.138075,  Lng: -75.344956),  Route carried "on" structure: County highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 5,178 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,448 (year 2018),  Design Load: HS 20,  Features Intersected: ORISKANY CREEK,  Facility Carried by Structure: CR 40
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.97m (22.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $1,434,000,  Roadway Improvement Cost: $853,000,  Total Project Cost: $2,287,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331143,  Location: 3.5 MI SE OF ORISKANY (Lat: 43.115603,  Lng: -75.366203),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 1,440 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,793 ,  Features Intersected: ORISKANY CREEK,  Facility Carried by Structure: STONE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.89m (9.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,434,000,  Roadway Improvement Cost: $853,000,  Total Project Cost: $2,287,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 442603,  Location: OVER BARGE C N ORISKANY (Lat: 43.167719,  Lng: -75.323728),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 3,843 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,786 (year 2027),  Design Load: HS 20,  Features Intersected: ERIE BARGE CANAL,  Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.167,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 6.0m (19.7ft), Horizontal Clearance: 31.6m (103.7ft)),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: August 2007,  Bridge Improvement Cost: $1,474,000,  Roadway Improvement Cost: $877,000,  Total Project Cost: $2,351,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44261,  Location: 0.5MI N RTE69 IN ORISKANY (Lat: 43.165167,  Lng: -75.325475),  Route carried "on" structure: Other road ,  Year Built: 1991,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 3,843 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,786 (year 2027),  Design Load: HS 20,  Features Intersected: MOHAWK RIVER,  Facility Carried by Structure: RIVER STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.867,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.1m (144.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $2,217,000,  Roadway Improvement Cost: $1,463,000,  Total Project Cost: $3,680,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 551298,  Location: 7.63 MI W INT 31 ON I-90 (Lat: 43.127392,  Lng: -75.344647),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 5,179 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 6,449 (year 2018),  Design Load: H 20,  Features Intersected: RTE I90,  Facility Carried by Structure: JUDD ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.0m (59.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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 corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $1,360,000,  Roadway Improvement Cost: $809,000,  Total Project Cost: $2,169,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5512999,  Location: 5.24 MI W INT 31 ON I-90 (Lat: 43.130753,  Lng: -75.298044),  Route carried "on" structure: Interstate 90,  Year Built: 1955,  Status: Open,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 23,436 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,028 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MAIN ST EXTENSION, CSX R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.519,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 33.5m (109.9ft),  Curb-To-Curb Width: 34.4m (112.9ft),  Out-to-Out Width: 34.7m (113.8ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.53m (57.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $1,360,000,  Roadway Improvement Cost: $809,000,  Total Project Cost: $2,169,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5513009,  Location: 4.48 MI W INT 31 ON I-90 (Lat: 43.135211,  Lng: -75.284792),  Route carried "on" structure: Interstate 90,  Year Built: 1953,  Status: Open,  Structure Length: 11.70m (38.39ft),  Average Daily Traffic: 23,436 (year 2007),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,028 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: MOHAWK RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.157,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.2m (95.8ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.5m (119.8ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 29.8m (97.8ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.70m (38.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $8,678,000,  Roadway Improvement Cost: $5,035,000,  Total Project Cost: $13,713,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5513069,  Location: 8 MI W EXIT 31 OF I90 (Lat: 43.127369,  Lng: -75.350836),  Route carried "on" structure: Interstate 90,  Year Built: 2000,  Status: Open,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 23,806 (year 2006),  Truck Traffic: 21%,  Average Future Daily Traffic: 36,597 (year 2026),  Design Load: HS 25,  Features Intersected: ORISKANY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.357,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 32.9m (107.9ft),  Skew: 24 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 32.9m (107.9ft),  Out-to-Out Width: 34.4m (112.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: 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: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.28m (20.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,281,000,  Roadway Improvement Cost: $762,000,  Total Project Cost: $2,043,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 1051429,  Location: JCT RTS 5A+69 (Lat: 43.115425,  Lng: -75.287731),  Route carried "under" structure: State highway 69,  Year Built: 1969,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 19,452 (year 2007),  Truck Traffic: 6%,  Features Intersected: RTE 69,  Facility Carried by Structure: RTE 5A
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 0.107,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 551298,  Location: 7.63 MI W INT 31 ON I-90 (Lat: 43.127392,  Lng: -75.344647),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 6.28m (20.60ft),  Average Daily Traffic: 23,436 (year 2007),  Truck Traffic: 21%,  Features Intersected: RTE I90,  Facility Carried by Structure: JUDD ROAD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 2.568,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.0m (59.1ft)

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Structure Number: 5512999,  Location: 5.24 MI W INT 31 ON I-90 (Lat: 43.130753,  Lng: -75.298044),  Route carried "under" structure: City street ,  Year Built: 1955,  Structure Length: 17.53m (57.51ft),  Average Daily Traffic: 4,200 (year 2007),  Truck Traffic: 6%,  Features Intersected: MAIN ST EXTENSION, CSX R,  Facility Carried by Structure: RTE I90
Minimum Vertical Clearance: 6.96m (22.83ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)