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

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Structure Number: 331301,  Location: 2.5 MI NW JCT RTS 80<20 (Lat: 42.944083,  Lng: -76.232058),  Route carried "on" structure: County highway ,  Year Built: 1967,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 655 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 823 (year 2019),  Design Load: HS 25,  Features Intersected: W.BR ONONDAGA CRK,  Facility Carried by Structure: CR42 S.ONON-CEDAR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $657,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331302,  Location: 1.5 MI NW SOUTH ONONDAGA (Lat: 42.944603,  Lng: -76.237989),  Route carried "on" structure: County highway ,  Year Built: 2004,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 484 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 608 (year 2019),  Design Load: HS 25,  Features Intersected: W BR ONONDAGA CRK,  Facility Carried by Structure: TANNER ROAD
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: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.0m (26.2ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: 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: Superior to present desirable 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: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $412,000,  Roadway Improvement Cost: $245,000,  Total Project Cost: $657,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 331303,  Location: 1.4 MI NW OF S ONONDAGA (Lat: 42.945347,  Lng: -76.228094),  Route carried "on" structure: County highway ,  Year Built: 1980,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 626 (year 1999),  Truck Traffic: 6%,  Average Future Daily Traffic: 786 (year 2019),  Design Load: HS 20,  Features Intersected: W BR ONONDAGA CRK,  Facility Carried by Structure: CR184 JOHN TANNER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 74.7 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $180,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $287,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331305,  Location: 1.2 MI SW OF SOUTH ONONDA (Lat: 42.926075,  Lng: -76.190311),  Route carried "on" structure: County highway ,  Year Built: 1850,  Year Reconstructed: 1933,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 457 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 574 (year 2021),  Features Intersected: W BR ONONDAGA CRK,  Facility Carried by Structure: HITCHINGS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 51.6 metric tons,  Inventory Rating: 22.0 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $157,000,  Roadway Improvement Cost: $93,000,  Total Project Cost: $250,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336819,  Location: 1.2 MI NW SOUTH ONONDAGA (Lat: 42.945831,  Lng: -76.225106),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 174 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 219 (year 2023),  Features Intersected: W BR ONONDAGA CRK,  Facility Carried by Structure: COUNTY ROAD 139
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 77.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $77,000,  Total Project Cost: $207,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6008461,  Location: JCT OF I81 SB & US 11 (Lat: 42.959317,  Lng: -76.137728),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 18,352 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,693 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.729,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $2,482,000,  Roadway Improvement Cost: $1,440,000,  Total Project Cost: $3,922,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 6008462,  Location: JCT OF RTS I-81 NB + 11 (Lat: 42.958947,  Lng: -76.137347),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 18,352 (year 2007),  Truck Traffic: 20%,  Average Future Daily Traffic: 25,693 (year 2027),  Design Load: HS 20,  Features Intersected: RTE 11
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.729,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 6 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 28.3m (92.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.93m (29.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2007,  Bridge Improvement Cost: $1,940,000,  Roadway Improvement Cost: $1,154,000,  Total Project Cost: $3,094,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 600912,  Location: ONON CR; 3.7 MI N 11A &20 (Lat: 42.941489,  Lng: -76.170400),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,571 (year 1999),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,812 (year 2019),  Design Load: HS 25,  Features Intersected: ONONDAGA CREEK,  Facility Carried by Structure: GIBSON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.13m (3.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $306,000,  Roadway Improvement Cost: $182,000,  Total Project Cost: $488,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 600913,  Location: 1.3 MI S US11 & I81 (Lat: 42.943406,  Lng: -76.148328),  Route carried "on" structure: Other road ,  Year Built: 2006,  Status: Open,  Structure Length: 1.32m (4.33ft),  Average Daily Traffic: 645 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 810 (year 2022),  Design Load: HS 25,  Features Intersected: HEMLOCK CREEK,  Facility Carried by Structure: QUARRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Satisfactory,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 1.32m (4.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $282,000,  Roadway Improvement Cost: $168,000,  Total Project Cost: $450,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 600914,  Location: 1.7 MI SE JCT SH11A &US11 (Lat: 42.947678,  Lng: -76.158311),  Route carried "on" structure: State highway 11A,  Year Built: 2006,  Status: Open,  Structure Length: 1.20m (3.94ft),  Average Daily Traffic: 946 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,324 (year 2027),  Design Load: HS 25,  Features Intersected: HEMLOCK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.073,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.0m (29.5ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.0m (29.5ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Structural Evaluation: High priority of corrective action,  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: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $196,000,  Total Project Cost: $526,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6008461,  Location: JCT OF I81 SB & US 11 (Lat: 42.959317,  Lng: -76.137728),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 8.80m (28.87ft),  Average Daily Traffic: 3,761 (year 2006),  Truck Traffic: 4%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 22.108,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)

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Structure Number: 6008462,  Location: JCT OF RTS I-81 NB + 11 (Lat: 42.958947,  Lng: -76.137347),  Route carried "under" structure: US 11,  Year Built: 1963,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 3,761 (year 2006),  Truck Traffic: 4%,  Features Intersected: RTE 11,  Facility Carried by Structure: RTE I81
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 22.059,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.3m (92.8ft)