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

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Structure Number: 100116,  Location: 2.7 MI SW JCT RTS 5 & 394 (Lat: 42.316294,  Lng: -79.636653),  Route carried "on" structure: State highway 5,  Year Built: 2006,  Status: Open,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 2,222 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,244 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: BELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.778,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.1m (33.1ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 83.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.09m (3.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $886,000,  Roadway Improvement Cost: $519,000,  Total Project Cost: $1,405,000 ( Estimate for 2021),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 100117,  Location: 03 MI SW JCT RTS 5 & 17 (Lat: 42.337428,  Lng: -79.600867),  Route carried "on" structure: State highway 5,  Year Built: 1988,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 2,222 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 2,244 (year 2040),  Design Load: HS 20,  Features Intersected: CHAUTAUQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.559,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.3m (79.7ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.02m (16.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $1,750,000,  Roadway Improvement Cost: $1,025,000,  Total Project Cost: $2,774,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 100118,  Location: 2.6 MI NE JCT RTS 5 + 17 (Lat: 42.357083,  Lng: -79.551200),  Route carried "on" structure: State highway 5,  Year Built: 1954,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 2,353 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 2,376 (year 2040),  Design Load: HS 20,  Features Intersected: BOURNES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.273,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 6.7m (22.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $462,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $733,000 ( Estimate for 2021)

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Structure Number: 101202,  Location: 2.6 MI SE JCT RTS 394+I90 (Lat: 42.305181,  Lng: -79.570333),  Route carried "on" structure: State highway 394,  Year Built: 1941,  Year Reconstructed: 1979,  Status: Open,  Structure Length: 13.08m (42.91ft),  Average Daily Traffic: 2,896 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 3,054 (year 2040),  Design Load: HS 20,  Features Intersected: LIT CHAUTAUQUA CK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.441,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 13.07m (42.88ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Bridge Improvement Cost: $5,641,000,  Roadway Improvement Cost: $3,303,000,  Total Project Cost: $8,944,000 ( Estimate for 2021),  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: 101535,  Location: 3.9 MI NE JCT US20 & SH76 (Lat: 42.295667,  Lng: -79.646225),  Route carried "on" structure: US 20,  Year Built: 1965,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 15.33m (50.30ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,422 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK, NORFOL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.231,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 32.0m (105.0ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.33m (50.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $5,467,000,  Roadway Improvement Cost: $3,202,000,  Total Project Cost: $8,669,000 ( Estimate for 2021),  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: 101536,  Location: 4.9 MI NE JCT RTS 20 + 76 (Lat: 42.300464,  Lng: -79.628656),  Route carried "on" structure: US 20,  Year Built: 2010,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,422 (year 2040),  Features Intersected: BELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.840,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  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: 12.0m (39.4ft),  Out-to-Out Width: 13.0m (42.7ft)

Condition: Channel: Good,  Culverts: Very good,  Inventory Rating: 72.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $954,000,  Roadway Improvement Cost: $558,000,  Total Project Cost: $1,512,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 101537,  Location: 0.2 MI SW JCT RTS 20 & 17 (Lat: 42.320569,  Lng: -79.580092),  Route carried "on" structure: US 20,  Year Built: 1988,  Status: Open,  Structure Length: 31.52m (103.41ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,422 (year 2040),  Design Load: HS 20,  Features Intersected: Lumber Street/ Parking L
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.329,  Lanes on structure: 2,  Lanes under structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 59.7m (195.9ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 48.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 31.51m (103.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $15,539,000,  Roadway Improvement Cost: $9,100,000,  Total Project Cost: $24,639,000 ( Estimate for 2021),  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: 107121,  Location: 1.9 MI SW JCT RTS 17 & 20 (Lat: 42.306867,  Lng: -79.608444),  Route carried "on" structure: US 20,  Year Built: 1978,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 2,400 (year 2018),  Truck Traffic: 11%,  Average Future Daily Traffic: 2,422 (year 2040),  Design Load: H 20,  Features Intersected: FREELINGS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.658,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 71.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $226,000,  Roadway Improvement Cost: $132,000,  Total Project Cost: $358,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3012,  Location: .6 MI SE JCT SH 394 & I90 (Lat: 42.327686,  Lng: -79.583289),  Route carried "on" structure: State highway 394,  Year Built: 1981,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 2,276 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 20,  Features Intersected: CSX TRANS/AMTRAK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.706,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.4m (99.7ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.16m (10.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $2,509,000,  Roadway Improvement Cost: $1,469,000,  Total Project Cost: $3,979,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 301201,  Location: .7 MI SE JCT SH 394 & I90 (Lat: 42.326617,  Lng: -79.582294),  Route carried "on" structure: State highway 394,  Year Built: 1981,  Status: Open,  Structure Length: 6.95m (22.80ft),  Average Daily Traffic: 2,276 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,400 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.866,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.2m (59.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.5m (60.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 36.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.94m (22.77ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $3,251,000,  Roadway Improvement Cost: $1,904,000,  Total Project Cost: $5,155,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 332597,  Location: 2.1 MILES SW OF WESTFIELD (Lat: 42.294019,  Lng: -79.625403),  Route carried "on" structure: Other road ,  Year Built: 1939,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 178 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 249 (year 2037),  Features Intersected: TRIB LAKE ERIE,  Facility Carried by Structure: CREAMERY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.269,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 7.0m (23.0ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 51.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.34m (4.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $595,000,  Roadway Improvement Cost: $349,000,  Total Project Cost: $944,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332618,  Location: AT WESTFIELD (Lat: 42.308636,  Lng: -79.577083),  Route carried "on" structure: Other road ,  Year Built: 1890,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 409 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 573 (year 2040),  Design Load: HS 20,  Features Intersected: CHAUTAUQUA CRK,  Facility Carried by Structure: SOUTH GALE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.6m (103.7ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 38.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 29.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $464,000,  Roadway Improvement Cost: $272,000,  Total Project Cost: $735,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 33262,  Location: AT W BORDER OF WESTFIELD (Lat: 42.330758,  Lng: -79.590081),  Route carried "on" structure: County highway ,  Year Built: 1926,  Status: Posted for load,  Structure Length: 2.29m (7.51ft),  Average Daily Traffic: 695 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 973 (year 2038),  Design Load: HS 20,  Features Intersected: CHAUTAUQUA CRK,  Facility Carried by Structure: HAWLEY STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.561,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 23.0 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 17.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.28m (7.48ft),  Designated Inspection Frequency: Every 12 months,  Critical Feature Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Critical Feature Inspection Date: October 2021,  Bridge Improvement Cost: $1,238,000,  Roadway Improvement Cost: $725,000,  Total Project Cost: $1,963,000 ( Estimate for 2021),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 501199,  Location: JCT RTS 17 + I-90 (Lat: 42.334722,  Lng: -79.590336),  Route carried "on" structure: State highway 394,  Year Built: 1957,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 2,855 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,883 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.772,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 14.3m (46.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  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: 7.86m (25.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,625,000,  Roadway Improvement Cost: $2,123,000,  Total Project Cost: $5,747,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551115,  Location: 3.4 MI SW OF W FIELD INT (Lat: 42.308247,  Lng: -79.635394),  Route carried "on" structure: Other road ,  Year Built: 1955,  Status: Open,  Structure Length: 8.53m (27.99ft),  Average Daily Traffic: 61 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 85 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: ROGERVILLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.062,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.5m (64.0ft),  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: Fair,  Substructure: Good,  Operating Rating: 48.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 37.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 8.53m (27.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Bridge Improvement Cost: $2,976,000,  Roadway Improvement Cost: $1,743,000,  Total Project Cost: $4,718,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5511161,  Location: 3.3 MI SW OF W FIELD INT (Lat: 42.309358,  Lng: -79.633122),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 9,097 (year 2014),  Truck Traffic: 23%,  Design Load: HS 20+Mod,  Features Intersected: BELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 785.626,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $1,036,000,  Roadway Improvement Cost: $607,000,  Total Project Cost: $1,643,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5511162,  Location: 3.3 MI SW OF W FIELD INT (Lat: 42.308986,  Lng: -79.633078),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 6,490 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 7,729 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: BELL CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.470,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.03m (3.38ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $975,000,  Roadway Improvement Cost: $571,000,  Total Project Cost: $1,546,000 ( Estimate for 2021)

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Structure Number: 551117,  Location: 2.0 MI SW OF W FIELD INT (Lat: 42.319208,  Lng: -79.612297),  Route carried "on" structure: Other road ,  Year Built: 1957,  Status: Open,  Structure Length: 11.25m (36.91ft),  Average Daily Traffic: 137 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 192 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: WALKER RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.448,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.7m (2.3ft),  Right: 0.7m (2.3ft),  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: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 minimum criteria,  Length Of Structure Improvement: 11.24m (36.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $3,872,000,  Roadway Improvement Cost: $2,267,000,  Total Project Cost: $6,139,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 551118,  Location: 0.8 MI SW OF W FIELD INT (Lat: 42.330722,  Lng: -79.596928),  Route carried "on" structure: County highway ,  Year Built: 1957,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 12.56m (41.21ft),  Average Daily Traffic: 622 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 871 (year 2038),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: HAWLEY ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.998,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 29.0m (95.1ft),  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: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 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 desirable criteria,  Length Of Structure Improvement: 12.55m (41.17ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Critical Feature Inspection Date: July 2021,  Bridge Improvement Cost: $4,377,000,  Roadway Improvement Cost: $2,563,000,  Total Project Cost: $6,940,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 5511191,  Location: 0.6 MI SW OF W FIELD INT (Lat: 42.333178,  Lng: -79.592886),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 9,097 (year 2014),  Truck Traffic: 23%,  Design Load: HS 20+Mod,  Features Intersected: CHAUTAUQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 781.330,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.22m (43.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,599,000,  Roadway Improvement Cost: $4,450,000,  Total Project Cost: $12,048,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 5511192,  Location: 0.6 MI SW OF W FIELD INT (Lat: 42.332872,  Lng: -79.592642),  Route carried "on" structure: Interstate 90,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 13.23m (43.41ft),  Average Daily Traffic: 6,490 (year 2020),  Truck Traffic: 51%,  Average Future Daily Traffic: 7,729 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: CHAUTAUQUA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.734,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On Interstate toll segment,  Owner: State Toll Authority,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.22m (43.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $7,599,000,  Roadway Improvement Cost: $4,450,000,  Total Project Cost: $12,048,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 55112,  Location: AT EXIT 60 OF I90 (Lat: 42.338367,  Lng: -79.583583),  Route carried "on" structure: Ramp Other road ,  Year Built: 1955,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 7.99m (26.21ft),  Average Daily Traffic: 578 (year 2015),  Truck Traffic: 11%,  Average Future Daily Traffic: 688 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: 90IX, RTE I90,  Facility Carried by Structure: 90IX EXIT 60 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Toll Authority,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 56.2 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.98m (26.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $3,676,000,  Roadway Improvement Cost: $2,152,000,  Total Project Cost: $5,828,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 551121,  Location: 1.9 MI NE OF W FIELD INT (Lat: 42.349675,  Lng: -79.549836),  Route carried "on" structure: Other road ,  Year Built: 1957,  Status: Open,  Structure Length: 8.11m (26.61ft),  Average Daily Traffic: 528 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 739 (year 2037),  Design Load: HS 20+Mod,  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: MCKINLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.078,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.3m (60.0ft),  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: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: 8.10m (26.57ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,867,000,  Roadway Improvement Cost: $1,679,000,  Total Project Cost: $4,547,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 101537,  Location: 0.2 MI SW JCT RTS 20 & 17 (Lat: 42.320569,  Lng: -79.580092),  Route carried "under" structure: Other road ,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 10 (year 2021),  Features Intersected: Lumber Street/ Parking L,  Facility Carried by Structure: RTE 20
Minimum Vertical Clearance: 3.66m (12.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 59.7m (195.9ft)

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Structure Number: 501199,  Location: JCT RTS 17 + I-90 (Lat: 42.334722,  Lng: -79.590336),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,900 (year 1973),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: RTE 394
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 781.057,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 551115,  Location: 3.4 MI SW OF W FIELD INT (Lat: 42.308247,  Lng: -79.635394),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: ROGERVILLE ROAD
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 785.820,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.5m (64.0ft)

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Structure Number: 551117,  Location: 2.0 MI SW OF W FIELD INT (Lat: 42.319208,  Lng: -79.612297),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: WALKER RD
Minimum Vertical Clearance: 5.46m (17.91ft),  Kilometerpoint: 783.535,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 551118,  Location: 0.8 MI SW OF W FIELD INT (Lat: 42.330722,  Lng: -79.596928),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,600 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: HAWLEY ST
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 781.749,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 55112,  Location: AT EXIT 60 OF I90 (Lat: 42.338367,  Lng: -79.583583),  Route carried "under" structure: Interstate 90,  Year Built: 1955,  Structure Length: 0. m,  Average Daily Traffic: 18,771 (year 2015),  Features Intersected: 90IX, RTE I90
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 780.365,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 551121,  Location: 1.9 MI NE OF W FIELD INT (Lat: 42.349675,  Lng: -79.549836),  Route carried "under" structure: Interstate 90,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 10,400 (year 1977),  Features Intersected: 90IX EB, RTE I90,  Facility Carried by Structure: MCKINLEY RD
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 777.276,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On Interstate toll segment,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.3m (60.0ft)