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

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Structure Number: 16552,  Location: MENALLEN, SOUTH TOWNSHIP (Lat: 39.918925,  Lng: -79.754219),  Route carried "on" structure: US 40,  Year Built: 1942,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 14,084 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 13,180 (year 2032),  Design Load: H 20,  Features Intersected: JENNINGS RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.458,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.9m (62.0ft),  Out-to-Out Width: 19.8m (65.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16617,  Location: SOUTH & NORTH UNION TWP. (Lat: 39.906561,  Lng: -79.739531),  Route carried "on" structure: Bypass US 119,  Year Built: 1971,  Status: Open,  Structure Length: 4.39m (14.40ft),  Average Daily Traffic: 7,785 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 15,355 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0040
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.067,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.3m (73.2ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.1m (43.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $33,000,  Roadway Improvement Cost: $96,000,  Total Project Cost: $442,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16621,  Location: NORTH UNION TOWNSHIP (Lat: 39.918122,  Lng: -79.720056),  Route carried "on" structure: Bypass US 119,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,018 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Redstone Creek, Abnd R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.681,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 20.5m (67.3ft),  Out-to-Out Width: 21.6m (70.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 16622,  Location: NORTH UNION TOWNSHIP (Lat: 39.918272,  Lng: -79.720325),  Route carried "on" structure: Bypass US 119,  Year Built: 1971,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 8,695 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 13,310 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: Redstone Creek, Abnd R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.696,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 28.7m (94.2ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 92.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 70.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.60m (28.22ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 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: 16623,  Location: NORTH UNION TOWNSHIP (Lat: 39.918608,  Lng: -79.717578),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 1,209 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,609 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1069 (T-917)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16739,  Location: NORTH UNION TOWNSHIP (Lat: 39.913289,  Lng: -79.709978),  Route carried "on" structure: State highway ,  Year Built: 1956,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 5,123 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,489 (year 2032),  Design Load: H 20,  Features Intersected: COVE RUN,  Facility Carried by Structure: SR 1020
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.787,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  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: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: 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: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 16741,  Location: NORTH UNION TOWNSHIP (Lat: 39.927975,  Lng: -79.700672),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 8.44m (27.69ft),  Average Daily Traffic: 978 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,099 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1022
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.834,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.5m (86.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 47.2 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.40m (30.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $120,000,  Roadway Improvement Cost: $352,000,  Total Project Cost: $1,614,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 16795,  Location: NORTH UNION TOWNSHIP (Lat: 39.921222,  Lng: -79.710978),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 6.13m (20.11ft),  Average Daily Traffic: 3,027 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,920 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1051
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.724,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 17.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.90m (22.64ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16796,  Location: NORTH UNION TOWNSHIP (Lat: 39.934928,  Lng: -79.707767),  Route carried "on" structure: State highway ,  Year Built: 1950,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 1,639 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,346 (year 2032),  Design Load: H 20,  Features Intersected: BRANCH OF REDSTONE CREEK,  Facility Carried by Structure: SR 1051
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.152,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 9.6m (31.5ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16797,  Location: NORTH UNION TOWNSHIP (Lat: 39.953092,  Lng: -79.703197),  Route carried "on" structure: State highway ,  Year Built: 1952,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 1,639 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,346 (year 2032),  Design Load: H 20,  Features Intersected: RANKIN RUN,  Facility Carried by Structure: SR 1051
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.838,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 10.7m (35.1ft),  Curb-To-Curb Width: 10.0m (32.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 1711,  Location: AT SWPA RR EAST UNIONTOWN (Lat: 39.908183,  Lng: -79.700839),  Route carried "on" structure: City street T644,  Year Built: 1963,  Status: Posted for load,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 800 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 420 (year 2040),  Design Load: HS 20,  Features Intersected: COVE RUN,  Facility Carried by Structure: BRUSHWOOD RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  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: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Poor,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $11,000,  Roadway Improvement Cost: $34,000,  Total Project Cost: $153,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 17112,  Location: OLIVER (Lat: 39.913967,  Lng: -79.714511),  Route carried "on" structure: City street T917,  Year Built: 1926,  Status: Posted for load,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 700 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,064 (year 2026),  Design Load: H 15,  Features Intersected: COVE RUN,  Facility Carried by Structure: HOGSETT LANE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.9m (16.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.2m (17.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2021,  Other Special Inspection Date: October 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $69,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 43206,  Location: FAN HOLLOW (Lat: 39.940192,  Lng: -79.752231),  Route carried "on" structure: City street T719,  Year Built: 2005,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 550 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 660 (year 2036),  Design Load: HL 93,  Features Intersected: JENNINGS RUN,  Facility Carried by Structure: FAN HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  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: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.4m (40.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 45192,  Location: NORTH UNION TOWNSHIP (Lat: 39.916647,  Lng: -79.726875),  Route carried "on" structure: State highway 51,  Year Built: 2008,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 14,004 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,163 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.822,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 29.0m (95.1ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 26.6m (87.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 94.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior 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: December 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: 4692,  Location: Intersection SR 119 (Lat: 39.915000,  Lng: -79.729444),  Route carried "on" structure: Other road 43,  Year Built: 2010,  Status: Open,  Structure Length: 51.72m (169.69ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0119 & SR 0051
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 7,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 10,  Length of Maximum Span: 61.6m (202.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46921,  Location: Intersection SR 119 (Lat: 39.918056,  Lng: -79.727222),  Route carried "on" structure: Ramp Other road 43,  Year Built: 2010,  Status: Open,  Structure Length: 35.69m (117.09ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0051, SR 0119,  Facility Carried by Structure: PA TPK Ramp S-11
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.9m (39.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 72.2m (236.9ft),  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: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 70.8 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46922,  Location: Intersection SR 119 (Lat: 39.918611,  Lng: -79.726111),  Route carried "on" structure: Ramp State highway 43,  Year Built: 2010,  Status: Open,  Structure Length: 13.59m (44.59ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0051
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 62.6 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46923,  Location: West of Uniontown (Lat: 39.922500,  Lng: -79.729722),  Route carried "on" structure: Other road 43,  Year Built: 2010,  Status: Open,  Structure Length: 5.91m (19.39ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 20,  Features Intersected: SR 4039 (Northgate Hwy)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 57.9m (190.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 73.5 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46924,  Location: West of Uniontown (Lat: 39.922500,  Lng: -79.730278),  Route carried "on" structure: Other road 43,  Year Built: 2010,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 4039 (Northgate Hwy)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.289,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.9m (180.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very 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: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46925,  Location: West of Uniontown (Lat: 39.926667,  Lng: -79.740556),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 7.35m (24.11ft),  Average Daily Traffic: 292 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 385 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (TOLL 43),  Facility Carried by Structure: T-986 (Old Pit Rd)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 17.7m (58.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.7m (58.1ft),  Out-to-Out Width: 18.7m (61.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46926,  Location: West of Exit M15 (Lat: 39.928056,  Lng: -79.747778),  Route carried "on" structure: Other road 43,  Year Built: 2008,  Status: Open,  Structure Length: 22.13m (72.60ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: Jennings Run, Fan Hollow
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 63.1m (207.0ft),  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: 82.6 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: 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: July 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46927,  Location: West of Exit M15 (Lat: 39.928611,  Lng: -79.747500),  Route carried "on" structure: Other road 43,  Year Built: 2008,  Status: Open,  Structure Length: 21.31m (69.91ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HS 20,  Features Intersected: Jennings Run, Fan Hollow
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.5m (54.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 67.1m (220.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 79.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 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: 46928,  Location: West of Exit M15 (Lat: 39.936944,  Lng: -79.758611),  Route carried "on" structure: Other road 43,  Year Built: 2008,  Status: Open,  Structure Length: 31.79m (104.30ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HL 93,  Features Intersected: UNT 11 to Jennings Road
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: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 76.2m (250.0ft),  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: Very good,  Operating Rating: 68.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 46929,  Location: West of Exit M15 (Lat: 39.936944,  Lng: -79.759167),  Route carried "on" structure: Other road 43,  Year Built: 2008,  Status: Open,  Structure Length: 30.91m (101.41ft),  Average Daily Traffic: 1,000 (year 2001),  Truck Traffic: 10%,  Average Future Daily Traffic: 1,414 (year 2030),  Design Load: HL 93,  Features Intersected: UNT 11 to Jennings Run
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),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 73.2m (240.2ft),  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: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 48478,  Location: Bute (Lat: 39.954342,  Lng: -79.700653),  Route carried "on" structure: City street ,  Year Built: 1965,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 350 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 370 (year 2024),  Design Load: HS 20,  Features Intersected: Rankin Run,  Facility Carried by Structure: Postal Way
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township 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: 7.9m (25.9ft),  Curb-To-Curb Width: 4.1m (13.5ft),  Out-to-Out Width: 4.2m (13.8ft)

Condition: Deck: Good,  Superstructure: Serious,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2021,  Other Special Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 48516,  Location: Menallen TWP (Lat: 39.955772,  Lng: -79.748369),  Route carried "on" structure: City street T502,  Year Built: 1935,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 100 (year 2017),  Truck Traffic: 5%,  Average Future Daily Traffic: 120 (year 2036),  Design Load: H 15,  Features Intersected: Jenning's Run,  Facility Carried by Structure: Old PA 51 (T-502)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Very good,  Operating Rating: 47.2 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: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 48517,  Location: Menallen/South Union TWPS (Lat: 39.918533,  Lng: -79.756006),  Route carried "on" structure: City street T584,  Year Built: 2007,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 100 (year 2016),  Truck Traffic: 5%,  Average Future Daily Traffic: 120 (year 2036),  Design Load: HL 93,  Features Intersected: Jenning's Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Toll: Toll bridge,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft)

Condition: Channel: Good,  Culverts: Good,  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: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020

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Structure Number: 53788,  Location: N. UNION & FRANKLIN TWPS. (Lat: 39.951547,  Lng: -79.729503),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 559 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 636 (year 2037),  Design Load: HL 93,  Features Intersected: BUTE RUN,  Facility Carried by Structure: VANCES MILL RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Very good,  Operating Rating: 67.4 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: 51.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable 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: June 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: 53792,  Location: N. UNION & FRANKLIN TWPS. (Lat: 39.951261,  Lng: -79.734483),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 2.56m (8.40ft),  Average Daily Traffic: 901 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,585 (year 2037),  Design Load: HL 93,  Features Intersected: REDSTONE CREEK,  Facility Carried by Structure: BITNER RD (SR1043)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Operating Rating: 76.5 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: 59.0 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  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: June 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: 16617,  Location: SOUTH & NORTH UNION TWP. (Lat: 39.906561,  Lng: -79.739531),  Route carried "under" structure: US 40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,142 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 0040,  Facility Carried by Structure: SR 0119 SOUTHBOUND
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 18.004,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 16617,  Location: SOUTH & NORTH UNION TWP. (Lat: 39.906561,  Lng: -79.739531),  Route carried "under" structure: US 40,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,746 (year 2020),  Truck Traffic: 9%,  Features Intersected: SR 0040,  Facility Carried by Structure: SR 0119 SOUTHBOUND
Minimum Vertical Clearance: 4.67m (15.32ft),  Kilometerpoint: 18.001,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.3m (73.2ft)

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Structure Number: 16623,  Location: NORTH UNION TOWNSHIP (Lat: 39.918608,  Lng: -79.717578),  Route carried "under" structure: Bypass US 119,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,695 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1069 (T-917)
Minimum Vertical Clearance: 6.53m (21.42ft),  Kilometerpoint: 27.539,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 16623,  Location: NORTH UNION TOWNSHIP (Lat: 39.918608,  Lng: -79.717578),  Route carried "under" structure: Bypass US 119,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1069 (T-917)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 27.513,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 16741,  Location: NORTH UNION TOWNSHIP (Lat: 39.927975,  Lng: -79.700672),  Route carried "under" structure: Bypass US 119,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,061 (year 2022),  Truck Traffic: 12%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1022
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 29.345,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 16741,  Location: NORTH UNION TOWNSHIP (Lat: 39.927975,  Lng: -79.700672),  Route carried "under" structure: Bypass US 119,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,124 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1022
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 29.340,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 16795,  Location: NORTH UNION TOWNSHIP (Lat: 39.921222,  Lng: -79.710978),  Route carried "under" structure: US 119,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,061 (year 2022),  Truck Traffic: 12%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1051
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 27.513,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 16795,  Location: NORTH UNION TOWNSHIP (Lat: 39.921222,  Lng: -79.710978),  Route carried "under" structure: US 119,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 10,124 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 1051
Minimum Vertical Clearance: 5.84m (19.16ft),  Kilometerpoint: 27.539,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 45192,  Location: NORTH UNION TOWNSHIP (Lat: 39.916647,  Lng: -79.726875),  Route carried "under" structure: US 119,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 8,695 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0051
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 26.696,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 45192,  Location: NORTH UNION TOWNSHIP (Lat: 39.916647,  Lng: -79.726875),  Route carried "under" structure: US 119,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 8,218 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0051
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 26.681,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)