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

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Structure Number: 102375,  Location: 1.2MI S INTERS.RTS 36&383 (Lat: 42.995736,  Lng: -77.862233),  Route carried "on" structure: State highway 36,  Year Built: 1989,  Status: Open,  Structure Length: 4.63m (15.19ft),  Average Daily Traffic: 5,870 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,370 (year 2027),  Design Load: HS 20,  Features Intersected: OATKA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.895,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Good,  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: Better than 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: 4.63m (15.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $808,000 ( 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: 102376,  Location: JCT RTS36+NYS THRUWAY I90 (Lat: 43.030022,  Lng: -77.877047),  Route carried "on" structure: State highway 36,  Year Built: 1954,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 1,590 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,251 (year 2026),  Design Load: HS 20+Mod,  Features Intersected: RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.111,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Toll Authority,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 7.16m (23.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2006,  Bridge Improvement Cost: $507,000,  Roadway Improvement Cost: $301,000,  Total Project Cost: $808,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 104339,  Location: 3.2 MI W JCT RTS 251 & 15 (Lat: 43.004925,  Lng: -77.730219),  Route carried "on" structure: State highway 251,  Year Built: 1995,  Status: Open,  Structure Length: 8.26m (27.10ft),  Average Daily Traffic: 2,649 (year 2006),  Truck Traffic: 8%,  Average Future Daily Traffic: 3,777 (year 2026),  Design Load: HS 25,  Features Intersected: GENESEE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.387,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.6m (129.9ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 64.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.26m (27.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2007,  Underwater Inspection Date: September 2005,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $867,000 ( 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: 331736,  Location: 0.5 MI W OF MUMFORD (Lat: 42.992483,  Lng: -77.865725),  Route carried "on" structure: County highway ,  Year Built: 1912,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,071 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,402 (year 2022),  Features Intersected: SPRING CREEK BR 2,  Facility Carried by Structure: GEORGE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.3m (33.8ft),  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.9m (12.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 43.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.82m (2.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $209,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $334,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 331737,  Location: .15 MI S INT RTS 383 & 36 (Lat: 42.996758,  Lng: -77.853614),  Route carried "on" structure: County highway ,  Year Built: 1923,  Year Reconstructed: 1973,  Status: Open,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 357 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 494 (year 2018),  Design Load: HS 20,  Features Intersected: OATKA CREEK,  Facility Carried by Structure: STATE STREET
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: 11.8m (38.7ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 55.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.28m (4.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $335,000 ( Estimate for 2007),  Deck Structure Type: Open Grating

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Structure Number: 331738,  Location: VILLAGE OF MUMFORD (Lat: 42.998167,  Lng: -77.852694),  Route carried "on" structure: County highway ,  Year Built: 1890,  Year Reconstructed: 1929,  Status: Open,  Structure Length: 2.43m (7.97ft),  Average Daily Traffic: 415 (year 1997),  Truck Traffic: 5%,  Average Future Daily Traffic: 574 (year 2017),  Features Intersected: OATKA CREEK,  Facility Carried by Structure: COUNTY ROAD 145
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: Concrete continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.8m (38.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.0m (26.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 40.9 metric tons,  Inventory Rating: 11.4 metric tons,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 2.43m (7.97ft),  Designated Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $210,000,  Roadway Improvement Cost: $125,000,  Total Project Cost: $335,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 331791,  Location: 0.5 MI NE OF WEST CHILI (Lat: 43.010208,  Lng: -77.791661),  Route carried "on" structure: City street ,  Year Built: 1915,  Year Reconstructed: 1955,  Status: Posted for load,  Structure Length: 2.92m (9.58ft),  Average Daily Traffic: 484 (year 1996),  Truck Traffic: 6%,  Average Future Daily Traffic: 795 (year 2016),  Design Load: H 20,  Features Intersected: OATKA CREEK,  Facility Carried by Structure: UNION STREET
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: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 6.6m (21.7ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 2.92m (9.58ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: September 2007,  Critical Feature Inspection Date: September 2007,  Bridge Improvement Cost: $419,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $668,000 ( Estimate for 2007),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 331792,  Location: 2 MI SW OF GARBUTT (Lat: 43.005669,  Lng: -77.821386),  Route carried "on" structure: County highway ,  Year Built: 1964,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 1,721 (year 2000),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,827 (year 2020),  Design Load: HS 20,  Features Intersected: OATKA CREEK,  Facility Carried by Structure: CR 174
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),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 16.4m (53.8ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 83.1 metric tons,  Inventory Rating: 29.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $670,000,  Roadway Improvement Cost: $399,000,  Total Project Cost: $1,069,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 335909,  Location: 1 MI SW OF SCOTTSVILLE (Lat: 43.009283,  Lng: -77.765597),  Route carried "on" structure: County highway ,  Year Built: 1948,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 622 (year 1998),  Truck Traffic: 5%,  Average Future Daily Traffic: 861 (year 2018),  Design Load: HS 20,  Features Intersected: OATKA CREEK,  Facility Carried by Structure: BOWERMAN 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: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $800,000,  Roadway Improvement Cost: $476,000,  Total Project Cost: $1,276,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551052,  Location: 5.4 MI E OF EXIT 47 90I (Lat: 43.029881,  Lng: -77.860131),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Status: Open,  Structure Length: 1.12m (3.67ft),  Average Daily Traffic: 28,286 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 42,712 (year 2027),  Design Load: H 20,  Features Intersected: MUMFORD RD- CR180
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.034,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb-To-Curb Width: 40.2m (131.9ft),  Out-to-Out Width: 44.8m (147.0ft)

Condition: Superstructure: Very good,  Substructure: Very good,  Operating Rating: 65.8 metric tons,  Inventory Rating: 28.1 metric tons,  Structural Evaluation: Better than present minimum 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: 1.12m (3.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2006,  Bridge Improvement Cost: $1,088,000,  Roadway Improvement Cost: $647,000,  Total Project Cost: $1,735,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551053,  Location: 7.5 MI E OF EXIT 47 90I (Lat: 43.033364,  Lng: -77.820644),  Route carried "on" structure: Interstate 90,  Year Built: 1952,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 28,286 (year 2007),  Truck Traffic: 22%,  Average Future Daily Traffic: 42,712 (year 2027),  Design Load: H 20,  Features Intersected: CRK FROM BLUE PND
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.253,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 42.7m (140.1ft),  Out-to-Out Width: 42.7m (140.1ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 74.3 metric tons,  Inventory Rating: 32.6 metric tons,  Structural Evaluation: Better than present minimum 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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $644,000,  Roadway Improvement Cost: $383,000,  Total Project Cost: $1,027,000 ( Estimate for 2007),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551083,  Location: 3.6 MI E OF EXIT 47 90I (Lat: 43.030047,  Lng: -77.894833),  Route carried "on" structure: County highway ,  Year Built: 1952,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 277 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 383 (year 2027),  Design Load: HS 20,  Features Intersected: RTE I90,  Facility Carried by Structure: BEULAH RD. CR 166
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Toll Authority,  Approaching Roadway Width: 6.0m (19.7ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.2m (72.8ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.97m (22.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $771,000,  Roadway Improvement Cost: $447,000,  Total Project Cost: $1,218,000 ( 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: 551084,  Location: 8.8 MI E OF EXIT 47 90I (Lat: 43.029733,  Lng: -77.843406),  Route carried "on" structure: County highway ,  Year Built: 1952,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 432 (year 2002),  Truck Traffic: 5%,  Average Future Daily Traffic: 598 (year 2022),  Features Intersected: RTE I90,  Facility Carried by Structure: WINSLOW RD CR 188
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: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.0m (82.0ft),  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: Fair,  Operating Rating: 76.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.92m (25.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $1,716,000,  Roadway Improvement Cost: $1,021,000,  Total Project Cost: $2,737,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551085,  Location: 7.9 MI E OF EXIT 47 90I (Lat: 43.036011,  Lng: -77.812781),  Route carried "on" structure: County highway ,  Year Built: 1953,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 429 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 594 (year 2027),  Design Load: HS 20+Mod,  Features Intersected: RTE I90,  Facility Carried by Structure: WHEATLAND CTR RD
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: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.2m (76.1ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.04m (23.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Bridge Improvement Cost: $1,525,000,  Roadway Improvement Cost: $907,000,  Total Project Cost: $2,432,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 102376,  Location: JCT RTS36+NYS THRUWAY I90 (Lat: 43.030022,  Lng: -77.877047),  Route carried "under" structure: Interstate 90,  Year Built: 1954,  Structure Length: 7.16m (23.49ft),  Average Daily Traffic: 28,286 (year 2007),  Truck Traffic: 22%,  Features Intersected: RTE I90,  Facility Carried by Structure: RTE 36
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 2.253,  Lanes on structure: 2,  Lanes under structure: 8,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 551083,  Location: 3.6 MI E OF EXIT 47 90I (Lat: 43.030047,  Lng: -77.894833),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 6.97m (22.87ft),  Average Daily Traffic: 28,286 (year 2007),  Truck Traffic: 22%,  Features Intersected: RTE I90,  Facility Carried by Structure: BEULAH RD. CR 166
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.805,  Lanes on structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.2m (72.8ft)

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Structure Number: 551084,  Location: 8.8 MI E OF EXIT 47 90I (Lat: 43.029733,  Lng: -77.843406),  Route carried "under" structure: Interstate 90,  Year Built: 1952,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 28,286 (year 2007),  Truck Traffic: 22%,  Features Intersected: RTE I90,  Facility Carried by Structure: WINSLOW RD CR 188
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 5.004,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 551085,  Location: 7.9 MI E OF EXIT 47 90I (Lat: 43.036011,  Lng: -77.812781),  Route carried "under" structure: Interstate 90,  Year Built: 1953,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 28,286 (year 2007),  Truck Traffic: 22%,  Features Intersected: RTE I90,  Facility Carried by Structure: WHEATLAND CTR RD
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 7.643,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 704718,  Location: 1.0MI W JCT RTS 383 + 251 (Lat: 43.013689,  Lng: -77.773914),  Route carried "under" structure: State highway 383,  Year Built: 1911,  Structure Length: 3.16m (10.37ft),  Average Daily Traffic: 2,395 (year 2006),  Truck Traffic: 5%,  Features Intersected: RTE 383,  Facility Carried by Structure: ROCH & SOUTHERN
Minimum Vertical Clearance: 4.26m (13.98ft),  Kilometerpoint: 7.691,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 30.7m (100.7ft)