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

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Structure Number: 1031701,  Location: 2.4 MI NE JCT RTS I-81+11 (Lat: 43.135367,  Lng: -76.119083),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 27,155 (year 2000),  Truck Traffic: 20%,  Average Future Daily Traffic: 38,017 (year 2020),  Design Load: HS 20,  Features Intersected: CR 20-CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.924,  Lanes on structure: 3,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1031702,  Location: 2.4 MI NE JCT RTS I-81+11 (Lat: 43.135306,  Lng: -76.118808),  Route carried "on" structure: Interstate 81,  Year Built: 1959,  Year Reconstructed: 1975,  Status: Open,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 27,155 (year 2000),  Truck Traffic: 20%,  Average Future Daily Traffic: 38,017 (year 2020),  Design Load: HS 20,  Features Intersected: CR 20-CHURCH ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.924,  Lanes on structure: 3,  Lanes under structure: 2,  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: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.72m (15.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $4,910,000,  Roadway Improvement Cost: $2,848,000,  Total Project Cost: $7,758,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1061721,  Location: .5MI N JCT RTS 481 EB+81I (Lat: 43.142392,  Lng: -76.118258),  Route carried "on" structure: State highway 481,  Year Built: 1972,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 24,914 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,880 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.782,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.5m (142.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 16.3m (53.5ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 66.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.51m (14.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $1,761,000,  Roadway Improvement Cost: $1,047,000,  Total Project Cost: $2,808,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 1061722,  Location: .5MI N JCT RTS 481 WB+81I (Lat: 43.142628,  Lng: -76.118144),  Route carried "on" structure: State highway 481,  Year Built: 1972,  Status: Open,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 24,914 (year 2006),  Truck Traffic: 7%,  Average Future Daily Traffic: 34,880 (year 2026),  Design Load: HS 20,  Features Intersected: SOUTH BAY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.782,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.7m (54.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.5m (142.7ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 15.9m (52.2ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: 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: April 2006,  Bridge Improvement Cost: $1,702,000,  Roadway Improvement Cost: $1,012,000,  Total Project Cost: $2,714,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 106804,  Location: ON RAMP - JCT I481 & I81 (Lat: 43.142108,  Lng: -76.116856),  Route carried "on" structure: Ramp State highway ,  Year Built: 1972,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 39,787 (year 1994),  Truck Traffic: 7%,  Average Future Daily Traffic: 56,995 (year 2014),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: SH 481 RAMP K
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 161.222,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Fair,  Operating Rating: 74.5 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: November 2007,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $184,000,  Roadway Improvement Cost: $109,000,  Total Project Cost: $293,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336821,  Location: 0.25 MI W OF SH 481 & I81 (Lat: 43.143778,  Lng: -76.116608),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 12,858 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 18,001 (year 2018),  Features Intersected: DARLENE'S BROOK,  Facility Carried by Structure: COUNTY ROAD 208
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 74.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $475,000,  Roadway Improvement Cost: $283,000,  Total Project Cost: $758,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1031701,  Location: 2.4 MI NE JCT RTS I-81+11 (Lat: 43.135367,  Lng: -76.119083),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 6,600 (year 1976),  Truck Traffic: 4%,  Features Intersected: CR 20-CHURCH ROAD,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1031702,  Location: 2.4 MI NE JCT RTS I-81+11 (Lat: 43.135306,  Lng: -76.118808),  Route carried "under" structure: City street ,  Year Built: 1959,  Structure Length: 4.72m (15.49ft),  Average Daily Traffic: 6,600 (year 1976),  Truck Traffic: 4%,  Features Intersected: CR 20-CHURCH ROAD,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 1061721,  Location: .5MI N JCT RTS 481 EB+81I (Lat: 43.142392,  Lng: -76.118258),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 11,170 (year 1976),  Truck Traffic: 5%,  Features Intersected: SOUTH BAY ROAD,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 0.49m (1.61ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)

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Structure Number: 1061722,  Location: .5MI N JCT RTS 481 WB+81I (Lat: 43.142628,  Lng: -76.118144),  Route carried "under" structure: County highway ,  Year Built: 1972,  Structure Length: 4.51m (14.80ft),  Average Daily Traffic: 11,170 (year 1976),  Truck Traffic: 5%,  Features Intersected: SOUTH BAY ROAD,  Facility Carried by Structure: RTE 481
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.5m (142.7ft)