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

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Structure Number: 101556,  Location: 2.9 MI N JCT RTS 20 + 354 (Lat: 42.900803,  Lng: -78.696983),  Route carried "on" structure: US 20,  Year Built: 1929,  Year Reconstructed: 1998,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 20,830 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,927 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CAYUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 53.982,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 22 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.8m (61.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 21.3m (69.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 72.9 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: 55.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.02m (13.19ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $2,134,000,  Roadway Improvement Cost: $1,249,000,  Total Project Cost: $3,383,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 101557,  Location: 0.6 MI E JCT US20&NY130 (Lat: 42.901442,  Lng: -78.685122),  Route carried "on" structure: US 20,  Year Built: 2002,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 12,882 (year 2018),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,942 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: CAYUGA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.076,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 38.0m (124.7ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 22.0m (72.2ft)

Condition: Deck: Fair,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 73.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum 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: 3.96m (12.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $4,960,000,  Roadway Improvement Cost: $2,905,000,  Total Project Cost: $7,865,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 103024,  Location: .9 MI N JCT SH 78 & SH130 (Lat: 42.915547,  Lng: -78.696903),  Route carried "on" structure: State highway 78,  Year Built: 1953,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 20,764 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,861 (year 2040),  Features Intersected: SCAJAQUADA CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.706,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.7m (31.8ft),  Curb or Sidewalk Widths: Left: 3.7m (12.1ft),  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.0 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: 34.7 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: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $787,000,  Roadway Improvement Cost: $461,000,  Total Project Cost: $1,248,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 226031,  Location: .9 MI NW OF DEPEW (Lat: 42.914294,  Lng: -78.709367),  Route carried "on" structure: Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,591 (year 2016),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,227 (year 2036),  Design Load: HS 20,  Features Intersected: SCAJAQUADA CREEK,  Facility Carried by Structure: LEDYARD AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.483,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 2.7m (8.9ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 16.3m (53.5ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 47.3 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: 36.3 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: Meets minimum limits,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.73m (2.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $330,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $523,000 ( Estimate for 2021)

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Structure Number: 226396,  Location: 0.5 MI NE JCT RTS 78 &130 (Lat: 42.905694,  Lng: -78.685183),  Route carried "on" structure: Other road ,  Year Built: 1930,  Year Reconstructed: 1986,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 340 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 476 (year 2037),  Design Load: HS 20,  Features Intersected: SANILAC STREET,  Facility Carried by Structure: ST. JAMES STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.193,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 6.1m (20.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.67m (5.48ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $499,000,  Roadway Improvement Cost: $292,000,  Total Project Cost: $791,000 ( 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: 332688,  Location: .5 MI E JCT SH78 & CAY CK (Lat: 42.898117,  Lng: -78.687433),  Route carried "on" structure: County highway ,  Year Built: 1954,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 5.21m (17.09ft),  Average Daily Traffic: 4,168 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,157 (year 2040),  Design Load: HL 93,  Features Intersected: CAYUGA CREEK,  Facility Carried by Structure: PENORA STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.963,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.2m (82.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 46.0 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: 35.3 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: Better than present minimum 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: 5.21m (17.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,605,000,  Roadway Improvement Cost: $2,111,000,  Total Project Cost: $5,716,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 332691,  Location: 1 MI E JCT SH 33 & SH 78 (Lat: 42.938483,  Lng: -78.677228),  Route carried "on" structure: County highway ,  Year Built: 1993,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 12,264 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,174 (year 2040),  Design Load: HS 25 or greater,  Features Intersected: ELLICOTT CREEK,  Facility Carried by Structure: HARRIS HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.595,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 42.6m (139.8ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.38m (14.37ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $2,047,000,  Roadway Improvement Cost: $1,198,000,  Total Project Cost: $3,245,000 ( 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: 332692,  Location: .4 MI N OF LANCASTER LINE (Lat: 42.921236,  Lng: -78.672158),  Route carried "on" structure: County highway ,  Year Built: 1940,  Year Reconstructed: 1967,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 15,467 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,333 (year 2040),  Features Intersected: SCAJAQUADA CREEK,  Facility Carried by Structure: CENTRAL AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.853,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 24.7m (81.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 20.7 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: 16.2 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: Meets minimum limits,  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: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $1,307,000,  Roadway Improvement Cost: $765,000,  Total Project Cost: $2,073,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332716,  Location: 2 MI SW JCT I90 & SH 33 (Lat: 42.913275,  Lng: -78.733464),  Route carried "on" structure: County highway ,  Year Built: 1953,  Year Reconstructed: 1960,  Status: Posted for load-capacity,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 17,791 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 18,787 (year 2040),  Features Intersected: SCAJAQUADA CREEK,  Facility Carried by Structure: DICK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.030,  Lanes on structure: 5,  Owner: County Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 66.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 28.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable 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: April 2020,  Bridge Improvement Cost: $1,682,000,  Roadway Improvement Cost: $985,000,  Total Project Cost: $2,667,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 332722,  Location: 1.1 MI W JCT SH78 & SH130 (Lat: 42.899231,  Lng: -78.707714),  Route carried "on" structure: County highway ,  Year Built: 1931,  Status: Posted for load-capacity,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 9,157 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,669 (year 2040),  Features Intersected: CAYUGA CREEK,  Facility Carried by Structure: BORDEN ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.310,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 54.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 13.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,188,000,  Roadway Improvement Cost: $1,867,000,  Total Project Cost: $5,055,000 ( Estimate for 2021),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 336276,  Location: 1 MILE N JCT US20 & SH78 (Lat: 42.914719,  Lng: -78.702492),  Route carried "on" structure: County highway ,  Year Built: 1977,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 3,364 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,552 (year 2040),  Design Load: H 20,  Features Intersected: SCAJAQUADA CREEK,  Facility Carried by Structure: GEORGE URBAN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.264,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 4.1m (13.5ft),  Right: 4.1m (13.5ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 22.2m (72.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 98.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 58.1 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,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.94m (3.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $1,068,000,  Roadway Improvement Cost: $626,000,  Total Project Cost: $1,694,000 ( Estimate for 2021),  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Other

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Structure Number: 226396,  Location: 0.5 MI NE JCT RTS 78 &130 (Lat: 42.905694,  Lng: -78.685183),  Route carried "under" structure: Other road ,  Year Built: 1930,  Structure Length: 0. m,  Average Daily Traffic: 2,800 (year 2021),  Features Intersected: SANILAC STREET,  Facility Carried by Structure: ST. JAMES STREET
Minimum Vertical Clearance: 3.96m (12.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 15.8m (51.8ft)

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Structure Number: 70302,  Location: 0.2 MI N JCT RTS 78 +130 (Lat: 42.906256,  Lng: -78.696900),  Route carried "under" structure: Other road 78,  Year Built: 1938,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 78,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 703021,  Location: 0.5 MI N JCT RTS 78 +130 (Lat: 42.908711,  Lng: -78.696897),  Route carried "under" structure: State highway 78,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 31,538 (year 2000),  Features Intersected: RTE 78,  Facility Carried by Structure: DEPEW LANCSTR & W
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 33.982,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 703023,  Location: 0.5 MI N JCT RTS 78 +130 (Lat: 42.910825,  Lng: -78.696894),  Route carried "under" structure: Other road 78,  Year Built: 1937,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2021),  Features Intersected: RTE 78,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 703766,  Location: 1.4 MI W JCT RT 130 & 20 (Lat: 42.904725,  Lng: -78.724569),  Route carried "under" structure: State highway 130,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 19,778 (year 1999),  Features Intersected: RTE 130,  Facility Carried by Structure: LANCASTER IND. TR
Minimum Vertical Clearance: 5.20m (17.06ft),  Kilometerpoint: 6.211,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: 703767,  Location: 1.4 MI W JCT RTE 130 & 20 (Lat: 42.904625,  Lng: -78.724300),  Route carried "under" structure: State highway 130,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 19,778 (year 1999),  Features Intersected: RTE 130,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 6.259,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 34.6m (113.5ft)

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Structure Number: 732717,  Location: 1.2 MI NW JCT RTS 130 &78 (Lat: 42.908722,  Lng: -78.718600),  Route carried "under" structure: State highway 952Q,  Year Built: 1924,  Structure Length: 0. m,  Average Daily Traffic: 25,312 (year 2002),  Features Intersected: RTE 952Q,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 6.742,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 35.9m (117.8ft)

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Structure Number: 770848,  Location: 1.2 MI NW JCT RTS 130& 78 (Lat: 42.921056,  Lng: -78.716833),  Route carried "under" structure: Other road ,  Year Built: 1924,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2021),  Features Intersected: BUFLO DEPEW BLVD.,  Facility Carried by Structure: PENN CENTRAL RR
Minimum Vertical Clearance: 3.83m (12.57ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 770861,  Location: 1.5 MI NW JCT RTS 130& 78 (Lat: 42.918669,  Lng: -78.716539),  Route carried "under" structure: County highway ,  Year Built: 1924,  Structure Length: 0. m,  Average Daily Traffic: 66,224 (year 2021),  Features Intersected: GEO.URBAN BLVD,  Facility Carried by Structure: CSX TRANSPRTATION
Minimum Vertical Clearance: 3.98m (13.06ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.3m (33.8ft)

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Structure Number: 771454,  Location: 0.6 MI NE JCT RTS 130& 78 (Lat: 42.905625,  Lng: -78.685183),  Route carried "under" structure: City street ,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 2,824 (year 2021),  Features Intersected: SANILAC STREET,  Facility Carried by Structure: NORFOLK SOUTHERN
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 0.000,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 16.1m (52.8ft)