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

Find on map >>

Structure Number: 101173,  Location: 3.4 MI S JCT SH16 & SH242 (Lat: 42.367019,  Lng: -78.455686),  Route carried "on" structure: State highway 16,  Year Built: 1993,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 4,581 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,289 (year 2027),  Design Load: HS 25,  Features Intersected: BRCH ISCHUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.746,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 81.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.58m (5.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $859,000,  Roadway Improvement Cost: $580,000,  Total Project Cost: $1,439,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 101174,  Location: 3.3 MI S JCT RTS 16 + 242 (Lat: 42.367311,  Lng: -78.457092),  Route carried "on" structure: State highway 16,  Year Built: 1993,  Status: Open,  Structure Length: 3.04m (9.97ft),  Average Daily Traffic: 4,581 (year 2007),  Truck Traffic: 11%,  Average Future Daily Traffic: 5,289 (year 2027),  Design Load: HS 25,  Features Intersected: ISCHUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.740,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.6m (93.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 89.8 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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.04m (9.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $928,000,  Roadway Improvement Cost: $552,000,  Total Project Cost: $1,480,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 103555,  Location: 0.5 MI NE JCT RTS 98&16 (Lat: 42.372283,  Lng: -78.449178),  Route carried "on" structure: State highway 98,  Year Built: 2003,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,358 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,678 (year 2027),  Design Load: HS 25,  Features Intersected: FEEDER ISCHUA CRK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.807,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.98m (3.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $252,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $402,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 103556,  Location: 3.1 MI NE JCT RTS 98&16 (Lat: 42.373614,  Lng: -78.400464),  Route carried "on" structure: State highway 98,  Year Built: 2003,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,358 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,678 (year 2027),  Design Load: HS 25,  Features Intersected: CARPENTER BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 37.808,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.4m (27.6ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.4m (27.6ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Channel: Excellent,  Culverts: Excellent,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.84m (2.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $202,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $322,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 225848,  Location: 3.7 MI NE FRANKLINVILLE (Lat: 42.372175,  Lng: -78.402292),  Route carried "on" structure: City street ,  Year Built: 1979,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 403 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 502 (year 2022),  Design Load: H 20,  Features Intersected: TRIB ISCHUA CREEK,  Facility Carried by Structure: KINGSBURY HILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Poor,  Culverts: Fair,  Operating Rating: 71.8 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $79,000,  Total Project Cost: $211,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332129,  Location: 4.1 MI SE OF FARMERSVILLE (Lat: 42.349003,  Lng: -78.308986),  Route carried "on" structure: County highway ,  Year Built: 1994,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 493 (year 2003),  Truck Traffic: 5%,  Average Future Daily Traffic: 616 (year 2023),  Design Load: HS 25,  Features Intersected: BR CANEADEA CRK,  Facility Carried by Structure: RAWSON 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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.4m (40.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 79.8 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 desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $495,000,  Roadway Improvement Cost: $294,000,  Total Project Cost: $789,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>

Structure Number: 33213,  Location: 1.9 MILES SE OF ELTON (Lat: 42.434139,  Lng: -78.400981),  Route carried "on" structure: County highway ,  Year Built: 1910,  Year Reconstructed: 1958,  Status: Open,  Structure Length: 1.82m (5.97ft),  Average Daily Traffic: 204 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 254 (year 2023),  Features Intersected: ELTON CREEK,  Facility Carried by Structure: COUNTY ROAD 21
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: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.6m (57.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.82m (5.97ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Critical Feature Inspection Date: July 2006,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $518,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332131,  Location: 2.4 MI N OF FARMERSVILLE (Lat: 42.421697,  Lng: -78.373636),  Route carried "on" structure: County highway ,  Year Built: 1990,  Status: Open,  Structure Length: 1.24m (4.07ft),  Average Daily Traffic: 105 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 (year 2017),  Features Intersected: ELTON CREEK,  Facility Carried by Structure: COUNTY ROAD 21
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),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: 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 desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.24m (4.07ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $518,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332132,  Location: .3 MI SW OF FARMVLLE STA (Lat: 42.424672,  Lng: -78.365450),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 105 (year 1997),  Truck Traffic: 6%,  Average Future Daily Traffic: 131 (year 2017),  Design Load: H 20,  Features Intersected: ELTON CREEK,  Facility Carried by Structure: OLDER HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.8m (15.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $518,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 332133,  Location: 3.0 MI NW OF FARMERSVILLE (Lat: 42.430794,  Lng: -78.386211),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Posted for load,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 119 (year 2003),  Truck Traffic: 6%,  Average Future Daily Traffic: 148 (year 2023),  Design Load: HS 20,  Features Intersected: ELTON CREEK,  Facility Carried by Structure: BLUE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.7m (18.7ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.21m (3.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $325,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $518,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

Find on map >>

Structure Number: 332134,  Location: 3.1 MI NE OF FARMERSVILLE (Lat: 42.430697,  Lng: -78.360792),  Route carried "on" structure: City street ,  Year Built: 1987,  Status: Open,  Structure Length: 1.03m (3.38ft),  Average Daily Traffic: 714 (year 2001),  Truck Traffic: 6%,  Average Future Daily Traffic: 890 (year 2021),  Design Load: HS 20,  Features Intersected: ELTON CREEK,  Facility Carried by Structure: CHURCH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.8m (15.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.4m (53.8ft)

Condition: Deck: Good,  Channel: Satisfactory,  Culverts: Good,  Operating Rating: 76.0 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: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $367,000,  Roadway Improvement Cost: $218,000,  Total Project Cost: $585,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 33626,  Location: 2.4 MI SE OF FARMERSVILLE (Lat: 42.363661,  Lng: -78.343150),  Route carried "on" structure: County highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.60m (1.97ft),  Average Daily Traffic: 201 (year 2001),  Truck Traffic: 5%,  Average Future Daily Traffic: 251 (year 2021),  Features Intersected: TRIB CANEADEA CRK,  Facility Carried by Structure: COUNTY ROAD 46
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 1.8m (5.9ft)

Condition: Channel: Fair,  Culverts: Poor,  Operating Rating: 70.9 metric tons,  Inventory Rating: 19.5 metric tons,  Structural Evaluation: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $104,000,  Roadway Improvement Cost: $62,000,  Total Project Cost: $166,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>

Structure Number: 701175,  Location: 0.4 MI S JCT RTS 16 + 242 (Lat: 42.370611,  Lng: -78.463922),  Route carried "under" structure: State highway 16,  Year Built: 1936,  Structure Length: 2.34m (7.68ft),  Average Daily Traffic: 4,581 (year 2007),  Truck Traffic: 11%,  Features Intersected: RTE 16,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.41m (14.47ft),  Kilometerpoint: 34.915,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 22.8m (74.8ft)