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

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Structure Number: 7463,  Location: BEDMINSTER TWP. 16C02 (Lat: 40.433692,  Lng: -75.188306),  Route carried "on" structure: State highway ,  Year Built: 1933,  Status: Posted for load,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 701 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 843 (year 2032),  Design Load: H 20,  Features Intersected: DEER RUN,  Facility Carried by Structure: KELLERS CHURCH RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.994,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.8m (42.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.3m (24.0ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $99,000,  Total Project Cost: $205,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16642,  Location: SPRINGHILL/NICHOLSON TWP. (Lat: 39.785664,  Lng: -79.915806),  Route carried "on" structure: State highway 166,  Year Built: 1994,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,261 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,122 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: GEORGE CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.016,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.2m (154.9ft),  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,  Inventory Rating: 65.3 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,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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: 31046,  Location: 1 MI S OF SELINSGROVE (Lat: 40.786378,  Lng: -76.863678),  Route carried "on" structure: US 11,  Year Built: 1976,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 9,295 (year 2021),  Truck Traffic: 25%,  Average Future Daily Traffic: 8,464 (year 2032),  Design Load: HS 20,  Features Intersected: OVER SR 35
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.831,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 32.0m (105.0ft),  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,  Operating Rating: 59.0 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.80m (22.31ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 31403,  Location: 3.0 MILE SOUTH OF TR 30 (Lat: 40.098731,  Lng: -79.031233),  Route carried "on" structure: US 219,  Year Built: 2001,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,156 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,729 (year 2032),  Design Load: HL 93,  Features Intersected: T893 MILOW-KIMMER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.530,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2019,  Bridge Improvement Cost: $154,000,  Roadway Improvement Cost: $453,000,  Total Project Cost: $1,917,000,  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: 34575,  Location: CANNONSBURG BOROUGH (Lat: 40.253558,  Lng: -80.184483),  Route carried "on" structure: Interstate 79,  Year Built: 1966,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 18,647 (year 2021),  Truck Traffic: 12%,  Average Future Daily Traffic: 10,296 (year 2032),  Design Load: H 20,  Features Intersected: SR 0980
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.112,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  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: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $141,000,  Roadway Improvement Cost: $414,000,  Total Project Cost: $1,899,000,  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: 34576,  Location: CANNONSBURG BOROUGH (Lat: 40.253703,  Lng: -80.184583),  Route carried "on" structure: Interstate 79,  Year Built: 1966,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 32,467 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 9,856 (year 2032),  Design Load: H 20,  Features Intersected: SR 0980
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.923,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 24.1m (79.1ft),  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: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.50m (24.61ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $74,000,  Roadway Improvement Cost: $217,000,  Total Project Cost: $996,000,  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: 34578,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.259194,  Lng: -80.175044),  Route carried "on" structure: Interstate 79,  Year Built: 1997,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 26,654 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 9,856 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.725,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $137,000,  Roadway Improvement Cost: $402,000,  Total Project Cost: $1,845,000,  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: 34582,  Location: N. STRABANE & CECIL TWPS. (Lat: 40.279831,  Lng: -80.160925),  Route carried "on" structure: Interstate 79,  Year Built: 1964,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 15,105 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,015 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.00m (36.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $83,000,  Roadway Improvement Cost: $244,000,  Total Project Cost: $1,119,000,  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: 348,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.262050,  Lng: -80.176261),  Route carried "on" structure: State highway ,  Year Built: 1974,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 23,917 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 29,370 (year 2032),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.573,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 22 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 20.9m (68.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.00m (13.12ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $1,027,000,  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: 34801,  Location: N. STRABANE & CECIL TWPS. (Lat: 40.279019,  Lng: -80.156078),  Route carried "on" structure: State highway ,  Year Built: 1924,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 5,188 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,102 (year 2032),  Design Load: H 15,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Other

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Structure Number: 34831,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.264289,  Lng: -80.167392),  Route carried "on" structure: State highway ,  Year Built: 1966,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 5.43m (17.81ft),  Average Daily Traffic: 14,411 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 12,086 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 1023
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.539,  Lanes on structure: 3,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 4 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: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.50m (21.33ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Bridge Improvement Cost: $132,000,  Roadway Improvement Cost: $388,000,  Total Project Cost: $1,779,000,  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: 34832,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.249197,  Lng: -80.193406),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 12.86m (42.19ft),  Average Daily Traffic: 2,551 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 3,029 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 1035
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 48.9 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: 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: Meets minimum limits,  Underclear: 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,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Critical Feature Inspection Date: March 2020,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $487,000,  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: 34833,  Location: CANONSBURG BOROUGH (Lat: 40.256683,  Lng: -80.197100),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 2.50m (8.20ft),  Average Daily Traffic: 2,193 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 3,796 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: SR 1037
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.806,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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: 0.2m (0.7ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 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: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 35262,  Location: 300' SOUTH OF SR 980 (Lat: 40.273825,  Lng: -80.191753),  Route carried "on" structure: City street T672,  Year Built: 1965,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 300 (year 1993),  Truck Traffic: 1%,  Average Future Daily Traffic: 300 (year 2020),  Design Load: HS 15,  Features Intersected: CHARTIERS CREEK TRIB,  Facility Carried by Structure: VALLEY VIEW ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb-To-Curb Width: 6.2m (20.3ft),  Out-to-Out Width: 7.1m (23.3ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 5.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 3.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2021,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $35,000,  Deck Structure Type: Open Grating

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Structure Number: 35373,  Location: 300' SOUTH OF SR 980 (Lat: 40.267211,  Lng: -80.183100),  Route carried "on" structure: City street BORO,  Year Built: 1957,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 300 (year 1993),  Truck Traffic: 3%,  Average Future Daily Traffic: 300 (year 2013),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK TRIB,  Facility Carried by Structure: CECIL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.9m (22.6ft),  Out-to-Out Width: 8.2m (26.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35374,  Location: WESTERN CENTER ENTRANCE (Lat: 40.270853,  Lng: -80.161567),  Route carried "on" structure: Spur City street ,  Year Built: 1990,  Status: Open,  Structure Length: 3.84m (12.60ft),  Average Daily Traffic: 500 (year 1994),  Truck Traffic: 10%,  Average Future Daily Traffic: 600 (year 2036),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: SOUTHPOINTE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 14.6m (47.9ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 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: 35375,  Location: CANNONSBURG EAST SIDE (Lat: 40.263353,  Lng: -80.175578),  Route carried "on" structure: City street ,  Year Built: 1920,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 500 (year 2002),  Truck Traffic: 10%,  Average Future Daily Traffic: 700 (year 2016),  Design Load: HS 25 or greater,  Features Intersected: BRUSH RUN,  Facility Carried by Structure: ADAMS AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 42.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35376,  Location: 300' SOUTH OF SR 1009 (Lat: 40.256658,  Lng: -80.187567),  Route carried "on" structure: City street JEFF,  Year Built: 1926,  Year Reconstructed: 1974,  Status: Open,  Structure Length: 3.72m (12.20ft),  Average Daily Traffic: 700 (year 1990),  Truck Traffic: 1%,  Average Future Daily Traffic: 700 (year 1990),  Design Load: HS 20,  Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 35.7m (117.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.2m (26.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 35.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.50m (14.76ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35394,  Location: AT SR 1009 (MORGANZA RD) (Lat: 40.270000,  Lng: -80.161697),  Route carried "on" structure: County highway ,  Year Built: 1921,  Status: Open,  Structure Length: 2.13m (6.99ft),  Average Daily Traffic: 20 (year 2012),  Truck Traffic: 5%,  Average Future Daily Traffic: 25 (year 2032),  Features Intersected: CHARTIERS CREEK,  Facility Carried by Structure: W. CENTER ENT. RD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Agenciy,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.10m (6.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021

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Structure Number: 39901,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.273978,  Lng: -80.158236),  Route carried "on" structure: State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 5,188 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,102 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Pitt & Ohio Central R/R,  Facility Carried by Structure: SR 1009
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.860,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 16.2m (53.1ft),  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: Satisfactory,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39912,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.258906,  Lng: -80.175019),  Route carried "on" structure: Interstate 79,  Year Built: 1997,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 26,894 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 10,296 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 1025
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.917,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39913,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.279942,  Lng: -80.160650),  Route carried "on" structure: Interstate 79,  Year Built: 1997,  Status: Open,  Structure Length: 10.97m (35.99ft),  Average Daily Traffic: 31,559 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,486 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: CHARTIERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.143,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.90m (39.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 39981,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.273417,  Lng: -80.158653),  Route carried "on" structure: Interstate 79,  Year Built: 1997,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 31,559 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 11,486 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 1009, Pitt & Ohio R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.337,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 35.4m (116.1ft),  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,  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: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.70m (41.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 40699,  Location: NORHT STRABANE TOWNSHIP (Lat: 40.273206,  Lng: -80.159017),  Route carried "on" structure: Interstate 79,  Year Built: 1996,  Status: Open,  Structure Length: 11.89m (39.01ft),  Average Daily Traffic: 15,105 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,015 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 1009, Pitt & Ohio R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.119,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 33.5m (109.9ft),  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,  Inventory Rating: 41.7 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: Equal to present minimum 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45706,  Location: Canonsburg (Lat: 40.265219,  Lng: -80.178592),  Route carried "on" structure: State highway 980,  Year Built: 2009,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 10,924 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,696 (year 2035),  Design Load: HL 93,  Features Intersected: Brush Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.618,  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 - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 46832,  Location: 4.8 mi N from SR 0070 (Lat: 40.240422,  Lng: -80.178667),  Route carried "on" structure: US 19,  Year Built: 2011,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 9,005 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,221 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.543,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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: 4684,  Location: 4.8 mi N from SR 0070 (Lat: 40.240522,  Lng: -80.178792),  Route carried "on" structure: US 19,  Year Built: 2011,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 9,503 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 10,252 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0519
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.541,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 57.7 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: 44.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 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: 53708,  Location: 1.2 mi N from SR 0519 (Lat: 40.257683,  Lng: -80.186131),  Route carried "on" structure: State highway 980,  Year Built: 2016,  Status: Open,  Structure Length: 2.80m (9.19ft),  Average Daily Traffic: 3,618 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,204 (year 2036),  Design Load: HL 93,  Features Intersected: Chartiers Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.701,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 2.0m (6.6ft),  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 48.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 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: 56169,  Location: 600' N OF MORGANZA RESERV (Lat: 40.287028,  Lng: -80.171372),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2028),  Features Intersected: MORGANZA RUN,  Facility Carried by Structure: SOUTHPOINTE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 21.8 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 5617,  Location: 100' N OF MORGANZA RESERV (Lat: 40.286017,  Lng: -80.170261),  Route carried "on" structure: City street ,  Year Built: 1995,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 2,000 (year 2018),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,100 (year 2028),  Features Intersected: MORGANZA RUN,  Facility Carried by Structure: SOUTHPOINTE BLVD.
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: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2021

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Structure Number: 34575,  Location: CANNONSBURG BOROUGH (Lat: 40.253558,  Lng: -80.184483),  Route carried "under" structure: State highway 980,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,618 (year 2021),  Truck Traffic: 5%,  Features Intersected: SR 0980,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 12.29m (40.32ft),  Kilometerpoint: 0.964,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 34576,  Location: CANNONSBURG BOROUGH (Lat: 40.253703,  Lng: -80.184583),  Route carried "under" structure: State highway 980,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 3,618 (year 2021),  Truck Traffic: 5%,  Features Intersected: SR 0980,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 14.62m (47.97ft),  Kilometerpoint: 0.964,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 24.1m (79.1ft)

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Structure Number: 34578,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.259194,  Lng: -80.175044),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 10,961 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 1025,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 0.566,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 34831,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.264289,  Lng: -80.167392),  Route carried "under" structure: Interstate 79,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 26,654 (year 2022),  Truck Traffic: 12%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 1023
Minimum Vertical Clearance: 5.87m (19.26ft),  Kilometerpoint: 30.523,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 34831,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.264289,  Lng: -80.167392),  Route carried "under" structure: Interstate 79,  Year Built: 1966,  Structure Length: 0. m,  Average Daily Traffic: 26,894 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 1023
Minimum Vertical Clearance: 5.66m (18.57ft),  Kilometerpoint: 29.721,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 34832,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.249197,  Lng: -80.193406),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 32,467 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 1035
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 28.109,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 34832,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.249197,  Lng: -80.193406),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 18,647 (year 2021),  Truck Traffic: 12%,  Features Intersected: SR 0079,  Facility Carried by Structure: SR 1035
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 27.307,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 48.8m (160.1ft)

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Structure Number: 39912,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.258906,  Lng: -80.175019),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 10,961 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 1025,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.64m (18.50ft),  Kilometerpoint: 0.566,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.1m (65.9ft)

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Structure Number: 39981,  Location: NORTH STRABANE TOWNSHIP (Lat: 40.273417,  Lng: -80.158653),  Route carried "under" structure: State highway ,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 10,893 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 1009, Pitt & Ohio R/R,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 12.722,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

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Structure Number: 40699,  Location: NORHT STRABANE TOWNSHIP (Lat: 40.273206,  Lng: -80.159017),  Route carried "under" structure: State highway ,  Year Built: 1996,  Structure Length: 0. m,  Average Daily Traffic: 10,893 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 1009, Pitt & Ohio R/R,  Facility Carried by Structure: SR 0079
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 12.722,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 46832,  Location: 4.8 mi N from SR 0070 (Lat: 40.240422,  Lng: -80.178667),  Route carried "under" structure: State highway 519,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 9,387 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0519,  Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 15.469,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 4684,  Location: 4.8 mi N from SR 0070 (Lat: 40.240522,  Lng: -80.178792),  Route carried "under" structure: State highway 519,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 9,387 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0519,  Facility Carried by Structure: SR 0019
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 15.469,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)