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

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Structure Number: 106374,  Location: 2.6 MI N PENNA. ST. LINE (Lat: 42.035858,  Lng: -78.631483),  Route carried "on" structure: US 219,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 9,128 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,705 (year 2027),  Design Load: H 20,  Features Intersected: LEONARD BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.382,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Very good,  Culverts: Satisfactory,  Operating Rating: 72.1 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.64m (2.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $193,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $308,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 221189,  Location: 1.7 MI N OF LIMESTONE (Lat: 42.058078,  Lng: -78.646461),  Route carried "on" structure: City street ,  Year Built: 1993,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 95 (year 2005),  Truck Traffic: 6%,  Average Future Daily Traffic: 118 (year 2025),  Design Load: HS 25,  Features Intersected: IRISH BROOK,  Facility Carried by Structure: PARK SIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 78.6 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  Bridge Improvement Cost: $194,000,  Roadway Improvement Cost: $115,000,  Total Project Cost: $309,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332073,  Location: .4 MILE NORTH OF VANDALIA (Lat: 42.102422,  Lng: -78.579903),  Route carried "on" structure: City street ,  Year Built: 1999,  Status: Open,  Structure Length: 1.49m (4.89ft),  Average Daily Traffic: 269 (year 1994),  Truck Traffic: 6%,  Average Future Daily Traffic: 335 (year 2014),  Design Load: HS 25,  Features Intersected: NINEMILE CREEK,  Facility Carried by Structure: NO.NINE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Fair,  Operating Rating: 76.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.49m (4.89ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: August 2007,  Underwater Inspection Date: May 1995,  Bridge Improvement Cost: $247,000,  Roadway Improvement Cost: $147,000,  Total Project Cost: $394,000 ( Estimate for 2007)

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Structure Number: 601228,  Location: 6.1 MI SE JCT 17 + 353 (Lat: 42.120200,  Lng: -78.653292),  Route carried "on" structure: US 219,  Year Built: 1964,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 10,217 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,627 (year 2022),  Design Load: HS 20,  Features Intersected: WINDFALL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 175.976,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.5m (14.8ft),  Curb-To-Curb Width: 13.6m (44.6ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 75.8 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $463,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 601229,  Location: 1.1 MI W OF VANDALIA (Lat: 42.095639,  Lng: -78.601253),  Route carried "on" structure: State highway 417,  Year Built: 1930,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,003 (year 2006),  Truck Traffic: 9%,  Average Future Daily Traffic: 6,183 (year 2026),  Features Intersected: TENMILE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 67.1 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: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $463,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 604145,  Location: 0.1MI S JCT STE & RTE 219 (Lat: 42.085403,  Lng: -78.633000),  Route carried "on" structure: US 219,  Year Built: 1984,  Status: Open,  Structure Length: 27.15m (89.07ft),  Average Daily Traffic: 9,128 (year 2007),  Truck Traffic: 10%,  Average Future Daily Traffic: 12,705 (year 2027),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.825,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.2m (72.8ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 22.2m (72.8ft),  Out-to-Out Width: 22.8m (74.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  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: 27.15m (89.07ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2006,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $463,000 ( 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: 604146,  Location: .1 MI JCT US 219 & SH 417 (Lat: 42.095881,  Lng: -78.626583),  Route carried "on" structure: US 219,  Year Built: 1985,  Status: Open,  Structure Length: 15.48m (50.79ft),  Average Daily Traffic: 10,217 (year 2002),  Truck Traffic: 9%,  Average Future Daily Traffic: 12,627 (year 2022),  Design Load: HS 20,  Features Intersected: WESTERN NY & PENN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.2m (131.9ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.48m (50.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $290,000,  Roadway Improvement Cost: $173,000,  Total Project Cost: $463,000 ( 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: 606486,  Location: 2.7 MI SW VANDALIA (Lat: 42.084836,  Lng: -78.612369),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 1.00m (3.28ft),  Average Daily Traffic: 734 (year 1998),  Truck Traffic: 6%,  Average Future Daily Traffic: 915 (year 2018),  Design Load: HS 20,  Features Intersected: CHIPMUNK CREEK,  Facility Carried by Structure: NINE MILE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.1m (16.7ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 76.2 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $284,000,  Roadway Improvement Cost: $169,000,  Total Project Cost: $453,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 6600149,  Location: .8 MI W JCT US 219 & I86 (Lat: 42.091011,  Lng: -78.645722),  Route carried "on" structure: Interstate 86,  Year Built: 1986,  Status: Open,  Structure Length: 6.27m (20.57ft),  Average Daily Traffic: 10,960 (year 2004),  Truck Traffic: 26%,  Average Future Daily Traffic: 17,482 (year 2024),  Design Load: HS 20,  Features Intersected: IRR INDIAN RESERV. RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.752,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.6m (80.7ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 23.1m (75.8ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 63.5 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 desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.27m (20.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $407,000,  Total Project Cost: $1,091,000 ( 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: 6600159,  Location: 1.1 MI W JCT US 219 & I86 (Lat: 42.092542,  Lng: -78.650944),  Route carried "on" structure: Interstate 86,  Year Built: 1986,  Status: Open,  Structure Length: 27.79m (91.17ft),  Average Daily Traffic: 6,569 (year 1989),  Truck Traffic: 26%,  Average Future Daily Traffic: 10,478 (year 2009),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.319,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 25 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 54.2m (177.8ft),  Curb-To-Curb Width: 23.0m (75.5ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 27.79m (91.17ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: September 2006,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $407,000,  Total Project Cost: $1,091,000 ( 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: 6600169,  Location: JCT. STE & RTE 219 (Lat: 42.088114,  Lng: -78.630575),  Route carried "on" structure: Interstate 86,  Year Built: 1987,  Status: Open,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 10,858 (year 1989),  Truck Traffic: 26%,  Average Future Daily Traffic: 17,320 (year 2009),  Design Load: HS 20,  Features Intersected: RTE 219
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.679,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 23.7m (77.8ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 23.7m (77.8ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 75.3 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $407,000,  Total Project Cost: $1,091,000 ( 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: 6600179,  Location: .3 MI E JCT I86 & SH 219 (Lat: 42.086189,  Lng: -78.619417),  Route carried "on" structure: Interstate 86,  Year Built: 1987,  Status: Open,  Structure Length: 23.40m (76.77ft),  Average Daily Traffic: 8,349 (year 1989),  Truck Traffic: 26%,  Average Future Daily Traffic: 13,317 (year 2009),  Design Load: HS 20,  Features Intersected: ALLEGHENY RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 52.1m (170.9ft),  Curb-To-Curb Width: 25.4m (83.3ft),  Out-to-Out Width: 27.1m (88.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 64.4 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 23.40m (76.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $684,000,  Roadway Improvement Cost: $407,000,  Total Project Cost: $1,091,000 ( 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: 6600169,  Location: JCT. STE & RTE 219 (Lat: 42.088114,  Lng: -78.630575),  Route carried "under" structure: US 219,  Year Built: 1987,  Structure Length: 4.38m (14.37ft),  Average Daily Traffic: 9,128 (year 2007),  Truck Traffic: 10%,  Features Intersected: RTE 219,  Facility Carried by Structure: RTE I86
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 10.137,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.6m (139.8ft)