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Bridge Statistics for Taylorstown, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs


  • National Bridge Inventory (NBI) Statistics
  • 30Number of bridges
  • 236ft / 71.7mTotal length
  • $10,604,000Total costs
  • 121,859Total average daily traffic
  • 36,981Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Taylorstown
  • No street view available for this location

New bridges in Taylorstown, PA - historical statistics
  • New bridges - historical statistics
  • 1Before 1900
  • 11900-1909
  • 31910-1919
  • 61940-1949
  • 11950-1959
  • 151960-1969
  • 32010-2019
Reconstructed bridges in Taylorstown, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11950-1959
  • 01960-1969
  • 01970-1979
  • 21980-1989
  • 01990-1999
  • 22000-2009
  • 32010-2019
Average Bridge Daily Traffic in Taylorstown, PA
Average Bridge Truck Traffic in Taylorstown, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 4.3%Excellent
  • 17.4%Very good
  • 17.4%Good
  • 47.8%Satisfactory
  • 13.0%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 29.2%Very good
  • 8.3%Good
  • 25.0%Satisfactory
  • 33.3%Fair
  • 4.2%Critical
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 20.8%Very good
  • 8.3%Good
  • 20.8%Satisfactory
  • 33.3%Fair
  • 12.5%Poor
  • 4.2%Serious
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 13.6%Very good
  • 18.2%Good
  • 27.3%Satisfactory
  • 27.3%Fair
  • 13.6%Poor
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Structure Number: 34382,  Location: BUFFALO TOWNSHIP (Lat: 40.132606,  Lng: -80.370225),  Route carried "on" structure: US 40,  Year Built: 1956,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 3,451 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,662 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.219,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021
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Structure Number: 34448,  Location: BUFFALO TOWNSHIP (Lat: 40.125006,  Lng: -80.372933),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 91 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 109 (year 2032),  Design Load: H 20,  Features Intersected: SR 0070,  Facility Carried by Structure: TOWNSHIP ROAD 472
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.30m (20.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34449,  Location: BUFFALO TOWNSHIP (Lat: 40.124000,  Lng: -80.367611),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 17,901 (year 2022),  Truck Traffic: 34%,  Average Future Daily Traffic: 18,372 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3009 & BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.516,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 39.6m (129.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 13.60m (44.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $249,000,  Roadway Improvement Cost: $732,000,  Total Project Cost: $3,357,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3445,  Location: BUFFALO TOWNSHIP (Lat: 40.124414,  Lng: -80.366797),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.22m (40.09ft),  Average Daily Traffic: 18,086 (year 2022),  Truck Traffic: 33%,  Average Future Daily Traffic: 18,158 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 3009 & BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 14.532,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.4m (126.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 67.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $347,000,  Roadway Improvement Cost: $1,022,000,  Total Project Cost: $4,683,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34451,  Location: BUFFALO TOWNSHIP (Lat: 40.131122,  Lng: -80.351853),  Route carried "on" structure: State highway ,  Year Built: 1960,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 165 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 156 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 3047 (T-474)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 34657,  Location: BUFFALO TOWNSHIP (Lat: 40.147278,  Lng: -80.356775),  Route carried "on" structure: State highway 221,  Year Built: 1915,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 1,790 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,118 (year 2032),  Design Load: H 15,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.479,  Lanes on structure: 2,  Owner: State 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: 9.8m (32.2ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.0m (19.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $373,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34661,  Location: BLAINE TOWNSHIP (Lat: 40.172581,  Lng: -80.388353),  Route carried "on" structure: State highway 221,  Year Built: 1961,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 2.53m (8.30ft),  Average Daily Traffic: 90 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 134 (year 2032),  Design Load: HL 93,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 24.296,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.60m (8.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $372,000,  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: 34662,  Location: BLAINE TOWNSHIP (Lat: 40.175981,  Lng: -80.395217),  Route carried "on" structure: State highway 221,  Year Built: 1949,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 90 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 134 (year 2032),  Design Load: H 20,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.626,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.6m (70.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 84.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $51,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 34663,  Location: BLAINE TOWNSHIP (Lat: 40.176336,  Lng: -80.407072),  Route carried "on" structure: State highway 221,  Year Built: 1946,  Status: Posted for load,  Structure Length: 3.32m (10.89ft),  Average Daily Traffic: 149 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 112 (year 2032),  Design Load: H 20,  Features Intersected: BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.517,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 39.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35038,  Location: BUFFALO TOWNSHIP (Lat: 40.147869,  Lng: -80.373489),  Route carried "on" structure: State highway ,  Year Built: 1946,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 93 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 159 (year 2032),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SR 3006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.897,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $228,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35049,  Location: BUFFALO TOWNSHIP (Lat: 40.138919,  Lng: -80.371919),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 1.92m (6.30ft),  Average Daily Traffic: 343 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 928 (year 2032),  Design Load: H 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SR 3009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.641,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $79,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35052,  Location: BUFFALO TOWNSHIP (Lat: 40.152214,  Lng: -80.369969),  Route carried "on" structure: State highway ,  Year Built: 1964,  Year Reconstructed: 2018,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 343 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 928 (year 2032),  Design Load: HL 93,  Features Intersected: BRANCH OF BUFFALO CREEK,  Facility Carried by Structure: SR 3009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.637,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 9.9m (32.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 49.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000,  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: 35166,  Location: BUFFALO TOWNSHIP (Lat: 40.159169,  Lng: -80.335783),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 1950,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 245 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 864 (year 2032),  Design Load: H 15,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SR 4022
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.202,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.3m (14.1ft),  Out-to-Out Width: 4.7m (15.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $14,000,  Total Project Cost: $64,000,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35174,  Location: BLAINE TOWNSHIP (Lat: 40.161253,  Lng: -80.374289),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 354 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 423 (year 2032),  Design Load: HS 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SR 4024
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.481,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 3522,  Location: BLAINE TOWNSHIP (Lat: 40.170228,  Lng: -80.386408),  Route carried "on" structure: State highway ,  Year Built: 1946,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 124 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 268 (year 2032),  Design Load: H 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SR 4057
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $549,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35222,  Location: BLAINE TOWNSHIP (Lat: 40.178325,  Lng: -80.403475),  Route carried "on" structure: State highway ,  Year Built: 1946,  Status: Open,  Structure Length: 2.62m (8.60ft),  Average Daily Traffic: 128 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 404 (year 2032),  Design Load: H 20,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SR 4059
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.140,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $32,000,  Roadway Improvement Cost: $95,000,  Total Project Cost: $434,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35226,  Location: BLAINE TOWNSHIP (Lat: 40.199750,  Lng: -80.383336),  Route carried "on" structure: State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 128 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 404 (year 2032),  Design Load: HS 20,  Features Intersected: BRUSH RUN,  Facility Carried by Structure: SR 4059
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.720,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 35245,  Location: 030' WEST OF SR 221 (Lat: 40.180178,  Lng: -80.416156),  Route carried "on" structure: City street T426,  Year Built: 1915,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 38 (year 2005),  Average Future Daily Traffic: 30 (year 1990),  Design Load: HS 25 or greater,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SAWHILL BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.3m (10.8ft),  Out-to-Out Width: 3.6m (11.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $13,000,  Total Project Cost: $59,000,  Deck Structure Type: Wood or Timber
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Structure Number: 35246,  Location: NEAR SR 221 INTERSECTION (Lat: 40.165547,  Lng: -80.379731),  Route carried "on" structure: City street T476,  Year Built: 1889,  Status: Closed,  Structure Length: 3.14m (10.30ft),  Average Daily Traffic: 60 (year 1990),  Average Future Daily Traffic: 60 (year 2000),  Design Load: H 10,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: HODGENS BRIDGE
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 3.4m (11.2ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Critical,  Substructure: Serious,  Channel: Satisfactory,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of replacement,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $23,000,  Total Project Cost: $107,000,  Deck Structure Type: Wood or Timber
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Structure Number: 35249,  Location: 300' WEST OF SR 3009 (Lat: 40.114153,  Lng: -80.362414),  Route carried "on" structure: City street T428,  Year Built: 1910,  Year Reconstructed: 2014,  Status: Open,  Structure Length: 1.34m (4.40ft),  Average Daily Traffic: 40 (year 2014),  Average Future Daily Traffic: 40 (year 2034),  Design Load: HL 93,  Features Intersected: BUFFALO CREEK,  Facility Carried by Structure: SMITH BRIDGE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 50.9 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $126,000,  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: 35272,  Location: 400' WEST OF TWP RD 376 (Lat: 40.163272,  Lng: -80.431683),  Route carried "on" structure: City street ,  Year Built: 1905,  Status: Posted for load,  Structure Length: 1.62m (5.31ft),  Average Daily Traffic: 30 (year 1990),  Average Future Daily Traffic: 30 (year 2013),  Design Load: H 10,  Features Intersected: BUFFALO CREEK TRIB.,  Facility Carried by Structure: LINDSAY BR (T-541)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 2.7m (8.9ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 10.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 7.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2021,  Critical Feature Inspection Date: April 2021,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $11,000,  Total Project Cost: $52,000,  Deck Structure Type: Wood or Timber
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Structure Number: 45813,  Location: 0.05 mi W of SR 0221 (Lat: 40.139558,  Lng: -80.349225),  Route carried "on" structure: US 40,  Year Built: 2010,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 4,623 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,503 (year 2032),  Design Load: HL 93,  Features Intersected: Branch of Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.407,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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: 48974,  Location: 2.2 mi N from SR 0040 (Lat: 40.160294,  Lng: -80.376442),  Route carried "on" structure: State highway 221,  Year Built: 2014,  Status: Open,  Structure Length: 3.44m (11.29ft),  Average Daily Traffic: 932 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,306 (year 2036),  Design Load: HL 93,  Features Intersected: Buffalo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.341,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 33.8m (110.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 58.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 42.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  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: 54037,  Location: HOPEWELL AND BLAINE TWP. (Lat: 40.198606,  Lng: -80.407500),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 49 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 109 (year 2037),  Design Load: HL 93,  Features Intersected: BRUSH RUN,  Facility Carried by Structure: OAK RIDGE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.144,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Excellent,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 74.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 50.9 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 34448,  Location: BUFFALO TOWNSHIP (Lat: 40.125006,  Lng: -80.372933),  Route carried "under" structure: Interstate 70,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,901 (year 2022),  Truck Traffic: 34%,  Features Intersected: SR 0070,  Facility Carried by Structure: TOWNSHIP ROAD 472
Minimum Vertical Clearance: 5.74m (18.83ft),  Kilometerpoint: 13.713,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 34448,  Location: BUFFALO TOWNSHIP (Lat: 40.125006,  Lng: -80.372933),  Route carried "under" structure: Interstate 70,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 18,086 (year 2022),  Truck Traffic: 33%,  Features Intersected: SR 0070,  Facility Carried by Structure: TOWNSHIP ROAD 472
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 13.716,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 34449,  Location: BUFFALO TOWNSHIP (Lat: 40.124000,  Lng: -80.367611),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 271 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 3009 & BUFFALO CREEK,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 6.45m (21.16ft),  Kilometerpoint: 6.349,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.6m (129.9ft)

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Structure Number: 3445,  Location: BUFFALO TOWNSHIP (Lat: 40.124414,  Lng: -80.366797),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 271 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 3009 & BUFFALO CREEK,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 6.349,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.4m (126.0ft)

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Structure Number: 34451,  Location: BUFFALO TOWNSHIP (Lat: 40.131122,  Lng: -80.351853),  Route carried "under" structure: Interstate 70,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 17,901 (year 2022),  Truck Traffic: 34%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 3047 (T-474)
Minimum Vertical Clearance: 6.00m (19.69ft),  Kilometerpoint: 16.134,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 34451,  Location: BUFFALO TOWNSHIP (Lat: 40.131122,  Lng: -80.351853),  Route carried "under" structure: Interstate 70,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 18,086 (year 2022),  Truck Traffic: 33%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 3047 (T-474)
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 16.126,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.3m (73.2ft)

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