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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 138ft / 42.3mTotal length
  • $3,133,000Total costs
  • 172,540Total average daily traffic
  • 55,003Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for Claysville
  • No street view available for this location

New bridges in Claysville, PA - historical statistics
  • New bridges - historical statistics
  • 181960-1969
  • 12020-2022
Reconstructed bridges in Claysville, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 71980-1989
  • 21990-1999
Average Bridge Daily Traffic in Claysville, PA
Average Bridge Truck Traffic in Claysville, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 50.0%Good
  • 50.0%Satisfactory
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 30.0%Good
  • 50.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 80.0%Satisfactory
  • 20.0%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 33.3%Very good
  • 16.7%Good
  • 50.0%Satisfactory
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Structure Number: 34435,  Location: DONEGAL TOWNSHIP (Lat: 40.116181,  Lng: -80.445278),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 16,306 (year 2022),  Truck Traffic: 34%,  Average Future Daily Traffic: 18,372 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.245,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 76.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34437,  Location: DONEGAL TOWNSHIP (Lat: 40.116494,  Lng: -80.445661),  Route carried "on" structure: Interstate 70,  Year Built: 1961,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 16,634 (year 2022),  Truck Traffic: 35%,  Average Future Daily Traffic: 18,158 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DUTCH FORK BUFFALO CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.245,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.6m (44.6ft)

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: 39.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34439,  Location: DONEGAL TOWNSHIP (Lat: 40.114947,  Lng: -80.428708),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 4.02m (13.19ft),  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 3024
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.848,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 59.0 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 3444,  Location: DONEGAL TOWNSHIP (Lat: 40.115139,  Lng: -80.428500),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.75m (12.30ft),  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 3024
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.874,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Equal to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $819,000,  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: 34441,  Location: DONEGAL TOWNSHIP (Lat: 40.113531,  Lng: -80.417753),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1989,  Status: Open,  Structure Length: 10.61m (34.81ft),  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: RAILROAD STREET (T-907)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.671,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: August 2021,  Critical Feature Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $117,000,  Roadway Improvement Cost: $343,000,  Total Project Cost: $1,574,000,  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: 34442,  Location: CLAYSVILLE BOROUGH (Lat: 40.114436,  Lng: -80.414286),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.44m (11.29ft),  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 0231
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.671,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  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: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 58.1 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: Equal to 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: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $189,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34445,  Location: CLAYSVILLE BOROUGH (Lat: 40.114625,  Lng: -80.414414),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 3.81m (12.50ft),  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 0231
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 9.671,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  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: 13.0m (42.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to 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: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 34446,  Location: DONEGAL TOWNSHIP (Lat: 40.118317,  Lng: -80.406261),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.31m (20.70ft),  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 3017 & BR. DUTCH FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.567,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 71.7 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: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $120,000,  Total Project Cost: $551,000,  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: 34447,  Location: DONEGAL TOWNSHIP (Lat: 40.118353,  Lng: -80.406756),  Route carried "on" structure: Interstate 70,  Year Built: 1960,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.31m (20.70ft),  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 3017 & BR. DUTCH FORK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.562,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 71.7 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: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.20m (23.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 48503,  Location: Donegal TWP (Lat: 40.114483,  Lng: -80.430483),  Route carried "on" structure: City street ,  Year Built: 1962,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 1,500 (year 2015),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,800 (year 2036),  Design Load: HS 20,  Features Intersected: Dutch Fork,  Facility Carried by Structure: DELSHANN RD T-377
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 0.8m (2.6ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete
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Structure Number: 68473,  Location: EAST FINLEY TOWNSHIP (Lat: 40.093417,  Lng: -80.363722),  Route carried "on" structure: State highway ,  Year Built: 2021,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 98 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 120 (year 2043),  Design Load: HL 93,  Features Intersected: Branch of Buffalo Creek,  Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.192,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 9.3m (30.5ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Channel: Very good,  Culverts: Excellent,  Operating Rating: 46.0 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: 35.3 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: Superior to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021
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Structure Number: 34439,  Location: DONEGAL TOWNSHIP (Lat: 40.114947,  Lng: -80.428708),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,771 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 3024,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.2m (49.9ft)

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Structure Number: 3444,  Location: DONEGAL TOWNSHIP (Lat: 40.115139,  Lng: -80.428500),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 3,771 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 3024,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 13.7m (44.9ft)

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Structure Number: 34441,  Location: DONEGAL TOWNSHIP (Lat: 40.113531,  Lng: -80.417753),  Route carried "under" structure: City street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 5%,  Features Intersected: RAILROAD STREET (T-907),  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 7.95m (26.08ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 34442,  Location: CLAYSVILLE BOROUGH (Lat: 40.114436,  Lng: -80.414286),  Route carried "under" structure: State highway 231,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,010 (year 2020),  Truck Traffic: 18%,  Features Intersected: SR 0231,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.37m (14.34ft),  Kilometerpoint: 20.661,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 34444,  Location: DONEGAL TOWNSHIP (Lat: 40.113869,  Lng: -80.417128),  Route carried "under" structure: ServiceCity street ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 5%,  Features Intersected: RAILROAD STREET (T-907),  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 7.16m (23.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 34445,  Location: CLAYSVILLE BOROUGH (Lat: 40.114625,  Lng: -80.414414),  Route carried "under" structure: State highway 231,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 2,010 (year 2020),  Truck Traffic: 18%,  Features Intersected: SR 0231,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 20.661,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 12.8m (42.0ft)

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Structure Number: 34446,  Location: DONEGAL TOWNSHIP (Lat: 40.118317,  Lng: -80.406261),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 189 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 3017 & BR. DUTCH FORK,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 2.919,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 34447,  Location: DONEGAL TOWNSHIP (Lat: 40.118353,  Lng: -80.406756),  Route carried "under" structure: State highway ,  Year Built: 1960,  Structure Length: 0. m,  Average Daily Traffic: 189 (year 2022),  Truck Traffic: 9%,  Features Intersected: SR 3017 & BR. DUTCH FORK,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.19m (13.75ft),  Kilometerpoint: 2.919,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.8m (55.1ft)

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