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

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Structure Number: 34643,  Location: CARROLL TWP. & NEW EAGLE (Lat: 40.197083,  Lng: -79.949581),  Route carried "on" structure: State highway 136,  Year Built: 1934,  Year Reconstructed: 1940,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,570 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 3,464 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: DRY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 27.974,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 66.2 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $309,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 34956,  Location: CARROLL TOWNSHIP (Lat: 40.177314,  Lng: -79.956761),  Route carried "on" structure: State highway ,  Year Built: 1961,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 2.90m (9.51ft),  Average Daily Traffic: 535 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,464 (year 2032),  Design Load: HL 93,  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.176,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 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: 14.0m (45.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.7m (35.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 44.1 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: 34.0 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: Better than present minimum criteria,  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: 3.60m (11.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $68,000,  Total Project Cost: $313,000,  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: 35319,  Location: MINGO CREEK COUNTY PARK (Lat: 40.202508,  Lng: -80.016564),  Route carried "on" structure: City street T822,  Year Built: 1881,  Year Reconstructed: 1995,  Status: Posted for load,  Structure Length: 1.28m (4.20ft),  Average Daily Traffic: 300 (year 1993),  Average Future Daily Traffic: 300 (year 1990),  Design Load: HS 20,  Features Intersected: MINGO CREEK,  Facility Carried by Structure: HENRY COVERED BRDG
Minimum Vertical Clearance: 3.35m (10.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 4.0m (13.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 3.4m (11.2ft),  Out-to-Out Width: 3.9m (12.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2021,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $27,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 41622,  Location: CARROLL TWP (Lat: 40.172794,  Lng: -79.960839),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 535 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,464 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PIGEON CREEK,  Facility Carried by Structure: SR 2023
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.463,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  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: 12.3m (40.4ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 41903,  Location: .8MI. N. OF DONORA INT. (Lat: 40.170556,  Lng: -79.940278),  Route carried "on" structure: State highway 43,  Year Built: 1999,  Status: Open,  Structure Length: 42.28m (138.71ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 1020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 66.8m (219.2ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 54.4 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior 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: April 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: 41904,  Location: .8MI. N. OF DONORA INT. (Lat: 40.170556,  Lng: -79.940278),  Route carried "on" structure: State highway 43,  Year Built: 1999,  Status: Open,  Structure Length: 43.25m (141.90ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 1020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 71.3m (233.9ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Superior 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: April 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: 41905,  Location: 1MI. N. OF DONORA INT. (Lat: 40.175000,  Lng: -79.940278),  Route carried "on" structure: Interstate 43,  Year Built: 1999,  Status: Open,  Structure Length: 27.28m (89.50ft),  Average Daily Traffic: 5,533 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0481, TAYLORS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 66.4m (217.8ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 58.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior 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: April 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: 41906,  Location: 2 MI.S.OF MONONGAHELA INT (Lat: 40.183333,  Lng: -79.950000),  Route carried "on" structure: Interstate 43,  Year Built: 2001,  Status: Open,  Structure Length: 40.84m (133.99ft),  Average Daily Traffic: 5,533 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: T-854,TRIB. PIGEON CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 71.9m (235.9ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present desirable criteria,  Underclear: Superior 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: April 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: 41907,  Location: 2 MI.S.OF MONONGAHELA INT (Lat: 40.189472,  Lng: -79.962250),  Route carried "on" structure: Interstate 43,  Year Built: 2001,  Status: Open,  Structure Length: 41.45m (135.99ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: T-854,TRIB. PIGEON CR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 72.5m (237.9ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 65.3 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior 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: April 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: 41908,  Location: 2 MI.S.OF MONONGAHELA INT (Lat: 40.190278,  Lng: -79.973611),  Route carried "on" structure: Interstate 43,  Year Built: 1999,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,533 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 1,  Length of Maximum Span: 29.6m (97.1ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 41909,  Location: 2 MI.S.OF MONONGAHELA INT (Lat: 40.181944,  Lng: -79.969722),  Route carried "on" structure: Other road 43,  Year Built: 1999,  Status: Open,  Structure Length: 3.08m (10.10ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  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: 1,  Length of Maximum Span: 29.6m (97.1ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 4191,  Location: MONONGAHELA ROUTE 136 INT (Lat: 40.200000,  Lng: -79.983333),  Route carried "on" structure: Other road 43,  Year Built: 2001,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,533 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0136, MF-309
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 41911,  Location: MONONGAHELA ROUTE 136 INT (Lat: 40.200000,  Lng: -79.983333),  Route carried "on" structure: Other road 43,  Year Built: 2001,  Status: Open,  Structure Length: 5.36m (17.59ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0136
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.1m (170.9ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 93.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 56.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 41912,  Location: 1MI. N. OF DONORA INT. (Lat: 40.175000,  Lng: -79.940278),  Route carried "on" structure: Interstate 43,  Year Built: 1999,  Status: Open,  Structure Length: 27.31m (89.60ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR0481,TAYLORS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 66.4m (217.8ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 53.5 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior 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: April 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: 41913,  Location: N.OF DONORA/CHARLERGI INT (Lat: 40.179167,  Lng: -79.933333),  Route carried "on" structure: State highway 43,  Year Built: 2001,  Status: Open,  Structure Length: 53.52m (175.59ft),  Average Daily Traffic: 5,533 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,194 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR2023, PIGEON C,RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 80.8m (265.1ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  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: Equal to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 41914,  Location: N.OF DONORA/CHARLEROI INT (Lat: 40.179167,  Lng: -79.933333),  Route carried "on" structure: State highway 43,  Year Built: 2001,  Status: Open,  Structure Length: 54.50m (178.81ft),  Average Daily Traffic: 5,633 (year 2008),  Truck Traffic: 4%,  Average Future Daily Traffic: 7,324 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR2023, PIGEON CR, RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 80.8m (265.1ft),  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: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 66.2 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior 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: April 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: 46755,  Location: 1.1 mi N from SR 0837 (Lat: 40.202883,  Lng: -79.974350),  Route carried "on" structure: State highway 88,  Year Built: 2011,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,850 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 6,247 (year 2032),  Design Load: HL 93,  Features Intersected: Mingo Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.482,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.6 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: 43.1 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: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 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: 52712,  Location: 1.4 mi S from SR 0088 (Lat: 40.185525,  Lng: -79.936078),  Route carried "on" structure: State highway 481,  Year Built: 2015,  Status: Open,  Structure Length: 2.47m (8.10ft),  Average Daily Traffic: 1,212 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,212 (year 2020),  Design Load: HL 93,  Features Intersected: Pigeon Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.645,  Lanes on structure: 2,  Owner: State 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: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.9m (42.3ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 72.6 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: 43.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  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: 54023,  Location: CARROLL TOWNSHIP (Lat: 40.181233,  Lng: -79.938064),  Route carried "on" structure: State highway 481,  Year Built: 2018,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 1,212 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 2,390 (year 2037),  Design Load: HL 93,  Features Intersected: TAYLORS RUN,  Facility Carried by Structure: SCENIC DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.645,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 51.8 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: 39.9 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: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 41903,  Location: .8MI. N. OF DONORA INT. (Lat: 40.170556,  Lng: -79.940278),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 798 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 1020,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.8m (219.2ft)

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Structure Number: 41904,  Location: .8MI. N. OF DONORA INT. (Lat: 40.170556,  Lng: -79.940278),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 798 (year 2021),  Truck Traffic: 3%,  Features Intersected: SR 1020,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.3m (233.9ft)

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Structure Number: 41905,  Location: 1MI. N. OF DONORA INT. (Lat: 40.175000,  Lng: -79.940278),  Route carried "under" structure: State highway 481,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,212 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 0481, TAYLORS RUN,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.718,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.4m (217.8ft)

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Structure Number: 41906,  Location: 2 MI.S.OF MONONGAHELA INT (Lat: 40.183333,  Lng: -79.950000),  Route carried "under" structure: ServiceCity street ,  Year Built: 2001,  Structure Length: 0. m,  Features Intersected: T-854,TRIB. PIGEON CR.,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.9m (235.9ft)

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Structure Number: 41907,  Location: 2 MI.S.OF MONONGAHELA INT (Lat: 40.189472,  Lng: -79.962250),  Route carried "under" structure: ServiceCity street ,  Year Built: 2001,  Structure Length: 0. m,  Features Intersected: T-854,TRIB. PIGEON CR.,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 72.5m (237.9ft)

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Structure Number: 4191,  Location: MONONGAHELA ROUTE 136 INT (Lat: 40.200000,  Lng: -79.983333),  Route carried "under" structure: Bypass State highway 136,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,136 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 0136, MF-309,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 5.94m (19.49ft),  Kilometerpoint: 24.246,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 4191,  Location: MONONGAHELA ROUTE 136 INT (Lat: 40.200000,  Lng: -79.983333),  Route carried "under" structure: Bypass State highway 136,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,136 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 0136, MF-309,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 5.92m (19.42ft),  Kilometerpoint: 24.246,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 41911,  Location: MONONGAHELA ROUTE 136 INT (Lat: 40.200000,  Lng: -79.983333),  Route carried "under" structure: Bypass State highway 136,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,136 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 0136,  Facility Carried by Structure: PA TPK, TOLL 43
Minimum Vertical Clearance: 6.58m (21.59ft),  Kilometerpoint: 24.246,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 41911,  Location: MONONGAHELA ROUTE 136 INT (Lat: 40.200000,  Lng: -79.983333),  Route carried "under" structure: Bypass State highway 136,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 2,136 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 0136,  Facility Carried by Structure: PA TPK, TOLL 43
Minimum Vertical Clearance: 7.13m (23.39ft),  Kilometerpoint: 24.246,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.1m (170.9ft)

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Structure Number: 41912,  Location: 1MI. N. OF DONORA INT. (Lat: 40.175000,  Lng: -79.940278),  Route carried "under" structure: State highway 481,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 1,212 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR0481,TAYLORS RUN,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.718,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.4m (217.8ft)

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Structure Number: 41913,  Location: N.OF DONORA/CHARLERGI INT (Lat: 40.179167,  Lng: -79.933333),  Route carried "under" structure: State highway ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 535 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR2023, PIGEON C,RR,  Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.464,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.8m (265.1ft)

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Structure Number: 41914,  Location: N.OF DONORA/CHARLEROI INT (Lat: 40.179167,  Lng: -79.933333),  Route carried "under" structure: State highway ,  Year Built: 2001,  Structure Length: 0. m,  Average Daily Traffic: 535 (year 2020),  Truck Traffic: 10%,  Features Intersected: SR2023, PIGEON CR, RR,  Facility Carried by Structure: PA TPK. TOLL 43
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.464,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 80.8m (265.1ft)