Bridge Statistics for Carnot-Moon, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 761,  Location: @ YAMAHA / SUZUKI (Lat: 40.537194,  Lng: -80.196211),  Route carried "on" structure: State highway 51,  Year Built: 1962,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 23,170 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 26,507 (year 2032),  Design Load: HS 20,  Features Intersected: NARROWS RUN,  Facility Carried by Structure: STOOPS FERRY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 52.996,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 35 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  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: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2019

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Structure Number: 1853,  Location: 1/4 MI. E. OF TWP. RD.114 (Lat: 40.529300,  Lng: -80.237625),  Route carried "on" structure: State highway ,  Year Built: 1925,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 5,309 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,227 (year 2032),  Design Load: HS 20,  Features Intersected: FLAUGHERTY RUN,  Facility Carried by Structure: FLAUGHERTY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.055,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 6.5m (21.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  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,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $297,000

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Structure Number: 1896,  Location: 1/4 MI E OF AIRSIDE BUS P (Lat: 40.485000,  Lng: -80.203333),  Route carried "on" structure: State highway ,  Year Built: 1991,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 8,360 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,911 (year 2032),  Design Load: HS 20,  Features Intersected: SR 3160 - BUSINESS 376,  Facility Carried by Structure: CORAOPOLIS HTS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 46.3m (151.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.4m (63.6ft),  Out-to-Out Width: 21.5m (70.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 67.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  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: 1899,  Location: EXIT TO SR 376 BUSINESS (Lat: 40.522933,  Lng: -80.273131),  Route carried "on" structure: Interstate 376B,  Year Built: 1991,  Status: Open,  Structure Length: 16.82m (55.18ft),  Average Daily Traffic: 4,973 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,869 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 376,  Facility Carried by Structure: RAMP FR-E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 76.8m (252.0ft),  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: Good,  Substructure: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 16.80m (55.12ft),  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: 226,  Location: OPA107 APO1 AIRPORT 5-1 (Lat: 40.496697,  Lng: -80.256697),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 41.64m (136.61ft),  Average Daily Traffic: 4,601 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 4,601 (year 2019),  Design Load: HS 25 or greater,  Features Intersected: RAMP DP-E, BAGGAGE BRDGS,  Facility Carried by Structure: RAMP EP-E RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 12,  Owner: Local Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Number Of Approach Spans: 6,  Length of Maximum Span: 42.7m (140.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.60m (136.48ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2265,  Location: OPA110 AP06 AIRPORT 10-2 (Lat: 40.493297,  Lng: -80.256697),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 2.99m (9.81ft),  Average Daily Traffic: 5,566 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,566 (year 2019),  Design Load: HS 25 or greater,  Features Intersected: RAMP EP-E(SOUTH),  Facility Carried by Structure: RAMP EP-W RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.7m (41.7ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2266,  Location: OPA111 AIRPORT 10-4 AP07 (Lat: 40.493297,  Lng: -80.258300),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 4,344 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,566 (year 2017),  Design Load: HS 25 or greater,  Features Intersected: RAMP EP-E,  Facility Carried by Structure: RAMP CM RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.3m (92.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.5m (24.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  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: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2267,  Location: OPA112 AP08 AIRPORT 10-5 (Lat: 40.493297,  Lng: -80.258300),  Route carried "on" structure: Business Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 2,867 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,867 (year 2019),  Design Load: HS 25 or greater,  Features Intersected: RAMP EP-E,  Facility Carried by Structure: RENTAL ACCESS RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Owner: Local Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  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: 11.6m (38.1ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.70m (12.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2268,  Location: OPA113 AP09 AIRPORT 10-6 (Lat: 40.491700,  Lng: -80.256697),  Route carried "on" structure: Ramp Other road ,  Year Built: 1992,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 5,566 (year 2002),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,566 (year 2019),  Design Load: HS 25 or greater,  Features Intersected: RENTAL CAR ACCESS ROAD,  Facility Carried by Structure: RAMP EP-W RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: Local Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 2332,  Location: 213001 N FLAUGHERTY RN RD (Lat: 40.544028,  Lng: -80.256081),  Route carried "on" structure: City street ,  Year Built: 1960,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 100 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 105 (year 2041),  Design Load: HL 93,  Features Intersected: BOGGS RUN,  Facility Carried by Structure: N-FLAUGHERTY-RN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 59.9 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: 34.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Roadway Improvement Cost: $50,000,  Total Project Cost: $78,000,  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: 2943,  Location: 1/8 MILE FROM MOON CLN RD (Lat: 40.513039,  Lng: -80.275911),  Route carried "on" structure: Ramp State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 11.80m (38.71ft),  Average Daily Traffic: 3,008 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,009 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: RAMP FR-A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 61.0m (200.1ft),  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: Very good,  Substructure: Good,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 11.80m (38.71ft),  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: 3697,  Location: 3/4 MI. N. ALLEG. CO.LINE (Lat: 40.549833,  Lng: -80.276372),  Route carried "on" structure: State highway ,  Year Built: 1968,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 9.60m (31.50ft),  Average Daily Traffic: 908 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,679 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: GRINGO CLINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.411,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 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: 9.8m (32.2ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 9.60m (31.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $107,000,  Roadway Improvement Cost: $314,000,  Total Project Cost: $1,441,000,  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: 40338,  Location: EWING ROAD OVER OLD SR 60 (Lat: 40.481061,  Lng: -80.201975),  Route carried "on" structure: Alternate State highway ,  Year Built: 1998,  Status: Open,  Structure Length: 12.71m (41.70ft),  Average Daily Traffic: 496 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 796 (year 2032),  Design Load: HS 20,  Features Intersected: OLD ROUTE 60,  Facility Carried by Structure: EWING RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.831,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 66.4m (217.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.0m (59.1ft),  Out-to-Out Width: 19.0m (62.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.0 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Waterway Adequacy: Equal to present desirable 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: 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: 40832,  Location: 1300 FT SOUTH OF EWING RD (Lat: 40.480633,  Lng: -80.200625),  Route carried "on" structure: Ramp State highway ,  Year Built: 1997,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 3,678 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 4,112 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF MCCLAREN RUN,  Facility Carried by Structure: RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 7 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 99.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019

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Structure Number: 41918,  Location: 1 MILE S. OF 3089 INTCH (Lat: 40.508664,  Lng: -80.250678),  Route carried "on" structure: State highway ,  Year Built: 2003,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 3,833 (year 2022),  Truck Traffic: 10%,  Average Future Daily Traffic: 6,295 (year 2032),  Design Load: HS 20,  Features Intersected: INTERSTATE 376,  Facility Carried by Structure: INTERNATIONAL DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 20.4m (66.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.8m (78.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.4m (66.9ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 43528,  Location: AIRPORT RAMP FROM SR 60 S (Lat: 40.491667,  Lng: -80.241667),  Route carried "on" structure: Ramp State highway ,  Year Built: 2005,  Status: Open,  Structure Length: 4.91m (16.11ft),  Average Daily Traffic: 3,742 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,777 (year 2032),  Design Load: HS 20,  Features Intersected: TURNPIKE ON RAMP(RAMP E),  Facility Carried by Structure: RAMP MT-B
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 47.9m (157.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.2 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: 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: 4563,  Location: 2 MI NE OF SR 60 (Lat: 40.537667,  Lng: -80.222722),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 6,515 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,274 (year 2032),  Design Load: HS 20,  Features Intersected: FLAUGHERTY RUN,  Facility Carried by Structure: FLAUGHERTY RUN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.767,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.7m (67.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 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: 46944,  Location: BG01 BOGGS RUN 1 (Lat: 40.541825,  Lng: -80.247897),  Route carried "on" structure: County highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,134 (year 2012),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,611 (year 2032),  Design Load: HS 20,  Features Intersected: BOGGS RUN,  Facility Carried by Structure: SPRING RUN RD EXT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  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: 11.0m (36.1ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 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: 47564,  Location: @ Interchange w/ SR 3089 (Lat: 40.533889,  Lng: -80.229167),  Route carried "on" structure: State highway ,  Year Built: 2012,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 5,370 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,063 (year 2032),  Design Load: HL 93,  Features Intersected: Flaugherty Run,  Facility Carried by Structure: Brodhead Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.601,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 14.0m (45.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 13.1m (43.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Poor,  Operating Rating: 67.7 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: 42.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: 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: 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: 49127,  Location: 70' fr Flaugherty Run Rd (Lat: 40.528558,  Lng: -80.240919),  Route carried "on" structure: City street /0,  Year Built: 1998,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 50 (year 2015),  Truck Traffic: 5%,  Average Future Daily Traffic: 100 (year 2035),  Design Load: HS 20,  Features Intersected: Flaugherty Run,  Facility Carried by Structure: Becks Run Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 10.0m (32.8ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 53659,  Location: 1 MI S Beaver Co. Line (Lat: 40.532358,  Lng: -80.272342),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 795 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,095 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: ECONOMY GRADE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.676,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 9 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: 27.4m (89.9ft),  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: 14.4m (47.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 47.0 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: 36.3 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 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: 54242,  Location: 1 Mi North of Old Airport (Lat: 40.513469,  Lng: -80.269497),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 8,739 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 15,458 (year 2032),  Design Load: HL 93,  Features Intersected: SR 3160 - Business 376,  Facility Carried by Structure: Flaugherty Run Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.532,  Lanes on structure: 3,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 38.2 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: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  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: 57373,  Location: AT SR 3089 INT (Lat: 40.543089,  Lng: -80.217389),  Route carried "on" structure: State highway 51,  Year Built: 2019,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 10,982 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 16,887 (year 2032),  Design Load: HL 93,  Features Intersected: Flaugherty Run,  Facility Carried by Structure: Stoops Ferry Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.592,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 14.9m (48.9ft),  Out-to-Out Width: 17.6m (57.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 47.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 35.0 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: 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: December 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 798,  Location: 1/2 MILE FROM INT 3160 (Lat: 40.517336,  Lng: -80.275800),  Route carried "under" structure: Interstate 376,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,959 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: HOOKSTOWN GRADE RD
Minimum Vertical Clearance: 16.15m (52.99ft),  Kilometerpoint: 2.192,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 798,  Location: 1/2 MILE FROM INT 3160 (Lat: 40.517336,  Lng: -80.275800),  Route carried "under" structure: Interstate 376,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 13,351 (year 2021),  Truck Traffic: 23%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: HOOKSTOWN GRADE RD
Minimum Vertical Clearance: 16.15m (52.99ft),  Kilometerpoint: 2.136,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.2m (154.9ft)

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Structure Number: 1896,  Location: 1/4 MI E OF AIRSIDE BUS P (Lat: 40.485000,  Lng: -80.203333),  Route carried "under" structure: Interstate 376B,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 13,218 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 3160 - BUSINESS 376,  Facility Carried by Structure: CORAOPOLIS HTS RD
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 6.822,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 1896,  Location: 1/4 MI E OF AIRSIDE BUS P (Lat: 40.485000,  Lng: -80.203333),  Route carried "under" structure: Interstate 376B,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 7,720 (year 2022),  Truck Traffic: 3%,  Features Intersected: SR 3160 - BUSINESS 376,  Facility Carried by Structure: CORAOPOLIS HTS RD
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 6.952,  Lanes on structure: 4,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 46.3m (151.9ft)

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Structure Number: 1899,  Location: EXIT TO SR 376 BUSINESS (Lat: 40.522933,  Lng: -80.273131),  Route carried "under" structure: Interstate 376,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 14,959 (year 2021),  Truck Traffic: 18%,  Features Intersected: INTERSTATE 376,  Facility Carried by Structure: RAMP FR-E
Minimum Vertical Clearance: 5.61m (18.41ft),  Kilometerpoint: 1.376,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 1899,  Location: EXIT TO SR 376 BUSINESS (Lat: 40.522933,  Lng: -80.273131),  Route carried "under" structure: Interstate 376,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 13,351 (year 2021),  Truck Traffic: 23%,  Features Intersected: INTERSTATE 376,  Facility Carried by Structure: RAMP FR-E
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 1.331,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 76.8m (252.0ft)

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Structure Number: 2943,  Location: 1/8 MILE FROM MOON CLN RD (Lat: 40.513039,  Lng: -80.275911),  Route carried "under" structure: Interstate 376,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 14,959 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: RAMP FR-A
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.990,  Lanes on structure: 1,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 2943,  Location: 1/8 MILE FROM MOON CLN RD (Lat: 40.513039,  Lng: -80.275911),  Route carried "under" structure: Interstate 376,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 13,351 (year 2021),  Truck Traffic: 23%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: RAMP FR-A
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 2.940,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 61.0m (200.1ft)

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Structure Number: 3697,  Location: 3/4 MI. N. ALLEG. CO.LINE (Lat: 40.549833,  Lng: -80.276372),  Route carried "under" structure: Interstate 376,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,532 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: GRINGO CLINTON RD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 27.644,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 3697,  Location: 3/4 MI. N. ALLEG. CO.LINE (Lat: 40.549833,  Lng: -80.276372),  Route carried "under" structure: Interstate 376,  Year Built: 1968,  Structure Length: 0. m,  Average Daily Traffic: 20,899 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 0376 EB-WB,  Facility Carried by Structure: GRINGO CLINTON RD
Minimum Vertical Clearance: 5.06m (16.60ft),  Kilometerpoint: 27.700,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.5m (86.9ft)

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Structure Number: 40338,  Location: EWING ROAD OVER OLD SR 60 (Lat: 40.481061,  Lng: -80.201975),  Route carried "under" structure: Interstate 376B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 13,218 (year 2022),  Truck Traffic: 3%,  Features Intersected: OLD ROUTE 60,  Facility Carried by Structure: EWING RD
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 8.184,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.4m (217.8ft)

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Structure Number: 40338,  Location: EWING ROAD OVER OLD SR 60 (Lat: 40.481061,  Lng: -80.201975),  Route carried "under" structure: Interstate 376B,  Year Built: 1998,  Structure Length: 0. m,  Average Daily Traffic: 15,925 (year 2022),  Truck Traffic: 3%,  Features Intersected: OLD ROUTE 60,  Facility Carried by Structure: EWING RD
Minimum Vertical Clearance: 6.20m (20.34ft),  Kilometerpoint: 8.309,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 66.4m (217.8ft)

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Structure Number: 41918,  Location: 1 MILE S. OF 3089 INTCH (Lat: 40.508664,  Lng: -80.250678),  Route carried "under" structure: Interstate 376B,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 7,151 (year 2022),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 376,  Facility Carried by Structure: INTERNATIONAL DR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.124,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 41918,  Location: 1 MILE S. OF 3089 INTCH (Lat: 40.508664,  Lng: -80.250678),  Route carried "under" structure: Interstate 376B,  Year Built: 2003,  Structure Length: 0. m,  Average Daily Traffic: 10,410 (year 2022),  Truck Traffic: 7%,  Features Intersected: INTERSTATE 376,  Facility Carried by Structure: INTERNATIONAL DR
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 3.367,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 43528,  Location: AIRPORT RAMP FROM SR 60 S (Lat: 40.491667,  Lng: -80.241667),  Route carried "under" structure: Ramp State highway ,  Year Built: 2005,  Structure Length: 0. m,  Average Daily Traffic: 356 (year 2009),  Truck Traffic: 7%,  Features Intersected: TURNPIKE ON RAMP(RAMP E),  Facility Carried by Structure: RAMP MT-B
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 47.9m (157.2ft)

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Structure Number: 53659,  Location: 1 MI S Beaver Co. Line (Lat: 40.532358,  Lng: -80.272342),  Route carried "under" structure: Interstate 376,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 20,532 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: ECONOMY GRADE ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.571,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 53659,  Location: 1 MI S Beaver Co. Line (Lat: 40.532358,  Lng: -80.272342),  Route carried "under" structure: Interstate 376,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 20,899 (year 2021),  Truck Traffic: 11%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: ECONOMY GRADE ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.526,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 54242,  Location: 1 Mi North of Old Airport (Lat: 40.513469,  Lng: -80.269497),  Route carried "under" structure: Interstate 376B,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 4,973 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 3160 - Business 376,  Facility Carried by Structure: Flaugherty Run Rd.
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 1.215,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)

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Structure Number: 54242,  Location: 1 Mi North of Old Airport (Lat: 40.513469,  Lng: -80.269497),  Route carried "under" structure: Interstate 376B,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 4,962 (year 2022),  Truck Traffic: 2%,  Features Intersected: SR 3160 - Business 376,  Facility Carried by Structure: Flaugherty Run Rd.
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 1.114,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 19.8m (65.0ft)