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

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Structure Number: 18099,  Location: PERRY TOWNSHIP (Lat: 39.732856,  Lng: -80.058256),  Route carried "on" structure: Interstate 79,  Year Built: 1970,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 10,855 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 7,563 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.798,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.1m (88.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $52,000,  Roadway Improvement Cost: $152,000,  Total Project Cost: $697,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 18101,  Location: PERRY TOWNSHIP (Lat: 39.742903,  Lng: -80.063339),  Route carried "on" structure: Interstate 79,  Year Built: 1973,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 10,855 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 7,563 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2006 & DUNKARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.358,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.80m (41.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $40,000,  Roadway Improvement Cost: $118,000,  Total Project Cost: $540,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18102,  Location: PERRY TOWNSHIP (Lat: 39.745247,  Lng: -80.067261),  Route carried "on" structure: Interstate 79,  Year Built: 1969,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 21,581 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,867 (year 2032),  Design Load: HS 20,  Features Intersected: CALVIN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.358,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 26.2m (86.0ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $110,000,  Total Project Cost: $503,000

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Structure Number: 18103,  Location: PERRY TOWNSHIP (Lat: 39.742658,  Lng: -80.063453),  Route carried "on" structure: Interstate 79,  Year Built: 1973,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 12.31m (40.39ft),  Average Daily Traffic: 10,726 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,304 (year 2032),  Design Load: HS 20,  Features Intersected: SR 2006 & DUNKARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.422,  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $502,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 18104,  Location: PERRY TOWNSHIP (Lat: 39.769844,  Lng: -80.080233),  Route carried "on" structure: Interstate 79,  Year Built: 1973,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 10,855 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 7,563 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TWP. ROAD 389 & BELL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.638,  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: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 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: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  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: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $100,000,  Roadway Improvement Cost: $295,000,  Total Project Cost: $1,353,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 18105,  Location: PERRY TOWNSHIP (Lat: 39.769697,  Lng: -80.080547),  Route carried "on" structure: Interstate 79,  Year Built: 1973,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 10,726 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 7,304 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: TWP. ROAD 389 & BELL RUN
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 5.618,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $67,000,  Total Project Cost: $307,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Epoxy

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Structure Number: 18106,  Location: WHITELEY TOWNSHIP (Lat: 39.787453,  Lng: -80.077794),  Route carried "on" structure: State highway ,  Year Built: 1973,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 7.77m (25.49ft),  Average Daily Traffic: 136 (year 2021),  Truck Traffic: 29%,  Average Future Daily Traffic: 41 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 2030 (T-409)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 25.6m (84.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 90.7 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Integral Concrete

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Structure Number: 18107,  Location: WHITELEY TOWNSHIP (Lat: 39.804400,  Lng: -80.085997),  Route carried "on" structure: Interstate 79,  Year Built: 1973,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 21,581 (year 2021),  Truck Traffic: 23%,  Average Future Daily Traffic: 14,867 (year 2032),  Design Load: HS 20,  Features Intersected: Cumberland Mine Railroad
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.519,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 23 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.8m (28.9ft)

Condition: Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020

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Structure Number: 18108,  Location: WHITELEY TOWNSHIP (Lat: 39.805519,  Lng: -80.088047),  Route carried "on" structure: Interstate 79,  Year Built: 1973,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 21,160 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 14,867 (year 2032),  Design Load: HS 20,  Features Intersected: WHITELEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.519,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 39.0m (128.0ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 18247,  Location: PERRY TOWNSHIP (Lat: 39.731167,  Lng: -80.068533),  Route carried "on" structure: State highway ,  Year Built: 1942,  Year Reconstructed: 1957,  Status: Posted for load,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 1,765 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,967 (year 2032),  Design Load: H 15,  Features Intersected: BRANCH OF DUNKARD CREEK,  Facility Carried by Structure: SR 2003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.192,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 37.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 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: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18248,  Location: PERRY TOWNSHIP (Lat: 39.732106,  Lng: -80.071428),  Route carried "on" structure: State highway ,  Year Built: 1954,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 584 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,070 (year 2032),  Design Load: HL 93,  Features Intersected: DUNKARD CREEK,  Facility Carried by Structure: SR 2003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.474,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2018,  Bridge Improvement Cost: $53,000,  Roadway Improvement Cost: $157,000,  Total Project Cost: $719,000,  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: 18264,  Location: WHITELEY TOWNSHIP (Lat: 39.804978,  Lng: -80.089006),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 6 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 34 (year 2032),  Design Load: HS 20,  Features Intersected: WHITELEY CREEK,  Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.718,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: 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 48 months,  Inspection Date: August 2020

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Structure Number: 18269,  Location: PERRY & DUNKARD TOWNSHIP (Lat: 39.746383,  Lng: -80.044847),  Route carried "on" structure: State highway ,  Year Built: 1930,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,028 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 1,596 (year 2032),  Design Load: HS 20,  Features Intersected: DOOLEY RUN,  Facility Carried by Structure: SR 2009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.210,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $10,000,  Total Project Cost: $45,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18296,  Location: WHITELEY TOWNSHIP (Lat: 39.806422,  Lng: -80.090186),  Route carried "on" structure: State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 8.63m (28.31ft),  Average Daily Traffic: 1,935 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,352 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 2018
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.040,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18494,  Location: SOUTHWEST OF DAVISTOWN (Lat: 39.751917,  Lng: -80.042092),  Route carried "on" structure: City street T319,  Year Built: 1961,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 320 (year 2006),  Truck Traffic: 10%,  Average Future Daily Traffic: 448 (year 2025),  Design Load: HS 20+Mod,  Features Intersected: DUNKARD CREEK,  Facility Carried by Structure: GAS COMPANY ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  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: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 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 minimum criteria,  Length Of Structure Improvement: 6.70m (21.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $44,000,  Roadway Improvement Cost: $129,000,  Total Project Cost: $591,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18531,  Location: MOUNT MORRIS (Lat: 39.731500,  Lng: -80.067197),  Route carried "on" structure: City street T329,  Year Built: 1982,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 50 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 300 (year 2032),  Design Load: HS 20,  Features Intersected: WADES RUN,  Facility Carried by Structure: TOWNSHIP ROAD 329
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 6.0m (19.7ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18533,  Location: NW OF MINET (Lat: 39.771686,  Lng: -80.142267),  Route carried "on" structure: City street T373,  Year Built: 1909,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 40 (year 2012),  Truck Traffic: 10%,  Average Future Daily Traffic: 150 (year 2032),  Design Load: H 10,  Features Intersected: SHANNON RUN,  Facility Carried by Structure: TOWNSHIP ROAD 373
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  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: 10.7m (35.1ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 4.6m (15.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 20.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 11.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $37,000,  Roadway Improvement Cost: $226,000,  Total Project Cost: $501,000,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18535,  Location: AT T-808 INTERSECT (Lat: 39.737694,  Lng: -80.119197),  Route carried "on" structure: City street ,  Year Built: 1937,  Year Reconstructed: 2015,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 25 (year 2012),  Average Future Daily Traffic: 30 (year 2032),  Design Load: HL 93,  Features Intersected: LITTLE SHANNON RUN,  Facility Carried by Structure: T576 HENFLINT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 3.7m (12.1ft),  Out-to-Out Width: 4.0m (13.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 74.4 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $76,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 18536,  Location: 100' S OF SHANNON RUN RD (Lat: 39.733542,  Lng: -80.106958),  Route carried "on" structure: City street ,  Year Built: 1930,  Status: Posted for load,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 30 (year 2012),  Average Future Daily Traffic: 50 (year 2032),  Design Load: H 15,  Features Intersected: LITTLE SHANNON RUN,  Facility Carried by Structure: T-578 LEMLEY HILL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 4.4m (14.4ft),  Out-to-Out Width: 4.8m (15.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Poor,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 12.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2020,  Other Special Inspection Date: August 2021,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $49,000,  Total Project Cost: $82,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 18537,  Location: AT SR 2003 INTERSECT (Lat: 39.734753,  Lng: -80.103853),  Route carried "on" structure: City street T808,  Year Built: 1942,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 250 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 320 (year 2032),  Design Load: H 20,  Features Intersected: SHANNON RUN,  Facility Carried by Structure: T-808 L SHANNON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.2m (26.9ft),  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: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum 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: November 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $39,000,  Total Project Cost: $179,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 18565,  Location: WHITELEY TOWNSHIP (Lat: 39.805056,  Lng: -80.086856),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 484 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 743 (year 2032),  Design Load: HS 20,  Features Intersected: WHITELEY CREEK,  Facility Carried by Structure: SR 8003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 48 months,  Inspection Date: August 2020

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Structure Number: 18566,  Location: WHITELEY TOWNSHIP (Lat: 39.804814,  Lng: -80.087453),  Route carried "on" structure: Ramp State highway ,  Year Built: 1973,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 448 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 768 (year 2032),  Design Load: HS 20,  Features Intersected: WHITELEY CREEK,  Facility Carried by Structure: SR 8003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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 48 months,  Inspection Date: August 2020

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Structure Number: 40705,  Location: WASHINGTON TOWNSHIP (Lat: 39.721389,  Lng: -80.125028),  Route carried "on" structure: Interstate 79,  Year Built: 1999,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 12,139 (year 2021),  Truck Traffic: 21%,  Average Future Daily Traffic: 7,563 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TOWNSHIP ROAD 512
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.688,  Lanes on structure: 2,  Lanes under structure: 2,  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 - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40706,  Location: WASHINGTON TOWNSHIP (Lat: 39.721389,  Lng: -80.061597),  Route carried "on" structure: Interstate 79,  Year Built: 1999,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 11,726 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 7,304 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: TOWNSHIP ROAD 512
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.659,  Lanes on structure: 2,  Lanes under structure: 2,  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 - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44346,  Location: PERRY TOWNSHIP (Lat: 39.736067,  Lng: -80.065775),  Route carried "on" structure: US 19,  Year Built: 2007,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 900 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,566 (year 2032),  Design Load: HL 93,  Features Intersected: DUNKARD CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.811,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 58.6 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: Better than 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  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: 47397,  Location: 0.2 mi N from WV line (Lat: 39.724511,  Lng: -80.061356),  Route carried "on" structure: US 19,  Year Built: 2012,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 1,624 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,398 (year 2032),  Design Load: HL 93,  Features Intersected: Wade's Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.3 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: 40.8 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  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: 47398,  Location: 0.5 mi N from WV line (Lat: 39.728167,  Lng: -80.061811),  Route carried "on" structure: US 19,  Year Built: 2012,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,624 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,398 (year 2032),  Design Load: HL 93,  Features Intersected: Wade's Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.9m (32.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 61.9 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: 38.9 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  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: 47794,  Location: 13.5 mi S from SR 0021 (Lat: 39.744972,  Lng: -80.068542),  Route carried "on" structure: US 19,  Year Built: 2012,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 259 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 1,600 (year 2033),  Design Load: HL 93,  Features Intersected: Calvin Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.760,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 64.8 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: 47.0 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020

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Structure Number: 47871,  Location: 0.3 mi S from SR 2018 (Lat: 39.803897,  Lng: -80.088300),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6 (year 2018),  Truck Traffic: 9%,  Average Future Daily Traffic: 33 (year 2036),  Design Load: HL 93,  Features Intersected: Cumberland Mine Railroad,  Facility Carried by Structure: SR 2005
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.718,  Lanes on structure: 2,  Owner: Railroad,  Maintenance Responsibility: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft)

Condition: Culverts: Very good,  Operating Rating: 64.8 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: 48.6 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: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 57278,  Location: PERRY TOWNSHIP (Lat: 39.757317,  Lng: -80.128039),  Route carried "on" structure: County highway T357,  Year Built: 2019,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2019),  Average Future Daily Traffic: 60 (year 2030),  Design Load: HL 93,  Features Intersected: Shannon Run,  Facility Carried by Structure: T-357
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Toll: Toll bridge,  Owner: County Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 4.6m (15.1ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 49.9 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: 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 18099,  Location: PERRY TOWNSHIP (Lat: 39.732856,  Lng: -80.058256),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 514 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 2009,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 18099,  Location: PERRY TOWNSHIP (Lat: 39.732856,  Lng: -80.058256),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 514 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 2009,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 181,  Location: PERRY TOWNSHIP (Lat: 39.732958,  Lng: -80.058556),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 514 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 2009,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.34m (17.52ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 181,  Location: PERRY TOWNSHIP (Lat: 39.732958,  Lng: -80.058556),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 514 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 2009,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.705,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.1m (88.9ft)

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Structure Number: 18101,  Location: PERRY TOWNSHIP (Lat: 39.742903,  Lng: -80.063339),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 85 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 2006 & DUNKARD CREEK,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 18103,  Location: PERRY TOWNSHIP (Lat: 39.742658,  Lng: -80.063453),  Route carried "under" structure: State highway ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 85 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 2006 & DUNKARD CREEK,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 18104,  Location: PERRY TOWNSHIP (Lat: 39.769844,  Lng: -80.080233),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 1991),  Features Intersected: TWP. ROAD 389 & BELL RUN,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 8.97m (29.43ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 18105,  Location: PERRY TOWNSHIP (Lat: 39.769697,  Lng: -80.080547),  Route carried "under" structure: City street ,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 1991),  Features Intersected: TWP. ROAD 389 & BELL RUN,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 18106,  Location: WHITELEY TOWNSHIP (Lat: 39.787453,  Lng: -80.077794),  Route carried "under" structure: Interstate 79,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,855 (year 2021),  Truck Traffic: 25%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 2030 (T-409)
Minimum Vertical Clearance: 7.52m (24.67ft),  Kilometerpoint: 8.061,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 18106,  Location: WHITELEY TOWNSHIP (Lat: 39.787453,  Lng: -80.077794),  Route carried "under" structure: Interstate 79,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,726 (year 2021),  Truck Traffic: 22%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 2030 (T-409)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 8.053,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 18296,  Location: WHITELEY TOWNSHIP (Lat: 39.806422,  Lng: -80.090186),  Route carried "under" structure: Interstate 79,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,913 (year 2021),  Truck Traffic: 21%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 2018
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.519,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 18296,  Location: WHITELEY TOWNSHIP (Lat: 39.806422,  Lng: -80.090186),  Route carried "under" structure: Interstate 79,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 10,247 (year 2021),  Truck Traffic: 20%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 2018
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 10.498,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 40705,  Location: WASHINGTON TOWNSHIP (Lat: 39.721389,  Lng: -80.125028),  Route carried "under" structure: City street T512,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 1991),  Features Intersected: TOWNSHIP ROAD 512,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 4.88m (16.01ft),  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: 19.8m (65.0ft)

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Structure Number: 40706,  Location: WASHINGTON TOWNSHIP (Lat: 39.721389,  Lng: -80.061597),  Route carried "under" structure: City street T512,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 150 (year 1991),  Features Intersected: TOWNSHIP ROAD 512,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 4.88m (16.01ft),  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: 19.8m (65.0ft)