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

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Structure Number: 1833,  Location: NEAR SR 3089 (Lat: 40.471042,  Lng: -80.308286),  Route carried "on" structure: State highway ,  Year Built: 1940,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 408 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 257 (year 2032),  Design Load: HS 20,  Features Intersected: POTATO GARDEN RUN,  Facility Carried by Structure: POTATO GARDEN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.123,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 78.9 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $197,000,  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: 185,  Location: MOON CLINTON RD OVER 0060 (Lat: 40.498575,  Lng: -80.281594),  Route carried "on" structure: State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 8.23m (27.00ft),  Average Daily Traffic: 4,560 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 7,760 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: MOON CLINTON RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.531,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 22 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.2m (131.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 18.8m (61.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 50.8 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: Meets minimum limits,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.20m (26.90ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2019,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $82,000,  Total Project Cost: $377,000,  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: 3469,  Location: LR 538 OVER RACCOON CREEK (Lat: 40.499153,  Lng: -80.363403),  Route carried "on" structure: US 30,  Year Built: 1984,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.33m (14.21ft),  Average Daily Traffic: 4,819 (year 2021),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,968 (year 2032),  Design Load: HS 20,  Features Intersected: OVER RACCOON CR.,  Facility Carried by Structure: LINCOLN HW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.944,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  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: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 5.20m (17.06ft),  Designated Inspection Frequency: Every 24 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: 3716,  Location: 50' WEST OF TWP. RD. 480 (Lat: 40.515931,  Lng: -80.356764),  Route carried "on" structure: State highway ,  Year Built: 1934,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 421 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 795 (year 2032),  Design Load: HS 20,  Features Intersected: BR.LITTLE TRAVERSE CREEK,  Facility Carried by Structure: PARK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Fair,  Channel: 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: Meets minimum limits,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $4,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $51,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 3864,  Location: 004036 LINK'S BRIDGE (Lat: 40.521950,  Lng: -80.335881),  Route carried "on" structure: City street ,  Year Built: 2007,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 117 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 130 (year 2039),  Design Load: HL 93,  Features Intersected: RACCOON CREEK,  Facility Carried by Structure: E-HOOKSTOWN RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.0m (29.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 50.2 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: 38.6 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $190,000,  Total Project Cost: $873,000,  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: 3867,  Location: 004038 0.2 MI S/SR0151 (Lat: 40.540317,  Lng: -80.325453),  Route carried "on" structure: City street ,  Year Built: 1989,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 150 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 200 (year 2041),  Design Load: HS 25 or greater,  Features Intersected: RACCOON CREEK TRIB.,  Facility Carried by Structure: TWP ROUTE 514 RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  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: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Fair,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 387,  Location: 004040 0.5MI S/INT T-550 (Lat: 40.525875,  Lng: -80.300528),  Route carried "on" structure: City street ,  Year Built: 1990,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 70 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 70 (year 2043),  Design Load: HS 25 or greater,  Features Intersected: RAREDON RUN,  Facility Carried by Structure: TWP ROUTE-544 RT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: 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: Febuary 2021,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41609,  Location: ALLEGHENY-BEAVER CO. LINE (Lat: 40.518831,  Lng: -80.303514),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 282 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 610 (year 2032),  Design Load: HS 20,  Features Intersected: RAREDON RUN,  Facility Carried by Structure: HOOKSTOWN GRADE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  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: 8.8m (28.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Satisfactory,  Inventory Rating: 50.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.90m (2.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 43534,  Location: FINDLAY (Lat: 40.458856,  Lng: -80.301178),  Route carried "on" structure: Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HL 93,  Features Intersected: POTATO GARDEN RD, RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 71.6m (234.9ft),  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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.00m (62.34ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43535,  Location: FINDLAY (Lat: 40.459142,  Lng: -80.301264),  Route carried "on" structure: Interstate 576,  Year Built: 2004,  Status: Open,  Structure Length: 19.02m (62.40ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HL 93,  Features Intersected: SR3071, POTATO GARD RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.633,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 71.6m (234.9ft),  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: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.00m (62.34ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43554,  Location: FINDLAY (Lat: 40.472881,  Lng: -80.281258),  Route carried "on" structure: Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HL 93,  Features Intersected: SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.6m (179.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 43562,  Location: FINDLAY (Lat: 40.473086,  Lng: -80.281439),  Route carried "on" structure: Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 5.64m (18.50ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HL 93,  Features Intersected: SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.609,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.6m (179.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 64.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.60m (18.37ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 43979,  Location: FINDLAY TWP (Lat: 40.489214,  Lng: -80.270236),  Route carried "on" structure: Ramp State highway ,  Year Built: 2006,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: H 15,  Features Intersected: SR 60, RAMPS C, MT-B, KL,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 38.1m (125.0ft),  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: 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: 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: 16.90m (55.45ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4398,  Location: FINDLAY (Lat: 40.487547,  Lng: -80.270492),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 47.40m (155.51ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,633 (year 2030),  Design Load: H 15,  Features Intersected: SR 376, RAMPS, RD, STRM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.161,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  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: 8,  Length of Maximum Span: 64.3m (211.0ft),  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,  Channel: Very 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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.90m (160.43ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 43981,  Location: FINDLAY (Lat: 40.487747,  Lng: -80.270697),  Route carried "on" structure: Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 47.37m (155.41ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,633 (year 2030),  Design Load: H 15,  Features Intersected: SR 0060, RAMPS, RD, STRM
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.145,  Lanes on structure: 2,  Lanes under structure: 10,  Base Highway Network: Yes,  Toll: On toll road,  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: 8,  Length of Maximum Span: 64.3m (211.0ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: 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: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 48.90m (160.43ft),  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,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 45349,  Location: FINDLAY (Lat: 40.487225,  Lng: -80.272133),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 19.78m (64.90ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: McCASLIN RD, ENLOW RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  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: 4,  Length of Maximum Span: 58.5m (191.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 80.7 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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 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: 45354,  Location: FINDLAY TWP (Lat: 40.448422,  Lng: -80.308275),  Route carried "on" structure: Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 20,  Features Intersected: T-439 BALD KNOB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 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: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 45355,  Location: FINDLAY TWP (Lat: 40.448364,  Lng: -80.307964),  Route carried "on" structure: Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HS 20,  Features Intersected: T-439 BALD KNOB ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 43.9m (144.0ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Equal 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: May 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: 45356,  Location: FINDLAY TWP (Lat: 40.465856,  Lng: -80.290833),  Route carried "on" structure: Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,000 (year 2025),  Design Load: HS 20,  Features Intersected: TR TO POTATO GARDEN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  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,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 45357,  Location: FINDLAY TWP (Lat: 40.465572,  Lng: -80.290767),  Route carried "on" structure: Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 5.82m (19.09ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 12,000 (year 2025),  Design Load: HS 20,  Features Intersected: TR TO POTATO GARDEN RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: Toll bridge,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  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,  Inventory Rating: 63.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 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: 45363,  Location: FINDLAY TWP (Lat: 40.487111,  Lng: -80.271953),  Route carried "on" structure: Ramp Interstate 576,  Year Built: 2006,  Status: Open,  Structure Length: 21.37m (70.11ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 8,650 (year 2025),  Design Load: HS 20,  Features Intersected: MCCASLIN RUN, ENLOW RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  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: 4,  Length of Maximum Span: 58.8m (192.9ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 59.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 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: 45364,  Location: FINDLAY TWP (Lat: 40.486483,  Lng: -80.271525),  Route carried "on" structure: Ramp Other road 576,  Year Built: 2006,  Status: Open,  Structure Length: 18.07m (59.28ft),  Average Daily Traffic: 2,025 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,300 (year 2030),  Design Load: HL 93,  Features Intersected: MCCASLIN RD, ENLOW RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  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: 4,  Length of Maximum Span: 54.3m (178.1ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 80.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 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: 53363,  Location: 0.1 MI SW OF SR 151 (Lat: 40.541783,  Lng: -80.300400),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 533 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 863 (year 2037),  Design Load: HL 93,  Features Intersected: Raredon Run,  Facility Carried by Structure: Bocktown Cork Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.285,  Lanes on structure: 2,  Owner: State Highway Agency,  Maintenance Responsibility: Private,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Fair,  Operating Rating: 51.2 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  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: 54591,  Location: 4.4 mi E from SR 0018 (Lat: 40.477733,  Lng: -80.362014),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 532 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 1,128 (year 2032),  Design Load: HL 93,  Features Intersected: Raccoon Creek,  Facility Carried by Structure: SR 4002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.186,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.4m (103.0ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 54.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.8 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 1848,  Location: OVER SR 3160 (Lat: 40.518750,  Lng: -80.303731),  Route carried "under" structure: Interstate 376B,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,962 (year 2022),  Truck Traffic: 2%,  Features Intersected: BUSINESS 376,  Facility Carried by Structure: HOOKSTOWN GRADE RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 1848,  Location: OVER SR 3160 (Lat: 40.518750,  Lng: -80.303731),  Route carried "under" structure: Interstate 376B,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 4,973 (year 2022),  Truck Traffic: 2%,  Features Intersected: BUSINESS 376,  Facility Carried by Structure: HOOKSTOWN GRADE RD
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.0m (91.9ft)

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Structure Number: 185,  Location: MOON CLINTON RD OVER 0060 (Lat: 40.498575,  Lng: -80.281594),  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: MOON CLINTON RD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 4.550,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 185,  Location: MOON CLINTON RD OVER 0060 (Lat: 40.498575,  Lng: -80.281594),  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: MOON CLINTON RD
Minimum Vertical Clearance: 5.97m (19.59ft),  Kilometerpoint: 4.583,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.2m (131.9ft)

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Structure Number: 43534,  Location: FINDLAY (Lat: 40.458856,  Lng: -80.301178),  Route carried "under" structure: State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 985 (year 2020),  Truck Traffic: 17%,  Features Intersected: POTATO GARDEN RD, RUN,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 18.62m (61.09ft),  Kilometerpoint: 3.985,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.6m (234.9ft)

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Structure Number: 43535,  Location: FINDLAY (Lat: 40.459142,  Lng: -80.301264),  Route carried "under" structure: State highway ,  Year Built: 2004,  Structure Length: 0. m,  Average Daily Traffic: 985 (year 2020),  Truck Traffic: 17%,  Features Intersected: SR3071, POTATO GARD RUN,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 19.60m (64.30ft),  Kilometerpoint: 3.985,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 71.6m (234.9ft)

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Structure Number: 43554,  Location: FINDLAY (Lat: 40.472881,  Lng: -80.281258),  Route carried "under" structure: US 30,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,588 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0030,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 7.29m (23.92ft),  Kilometerpoint: 6.397,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 43554,  Location: FINDLAY (Lat: 40.472881,  Lng: -80.281258),  Route carried "under" structure: US 30,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,588 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0030,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.397,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 43562,  Location: FINDLAY (Lat: 40.473086,  Lng: -80.281439),  Route carried "under" structure: US 30,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,588 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0030,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.397,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 43562,  Location: FINDLAY (Lat: 40.473086,  Lng: -80.281439),  Route carried "under" structure: US 30,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 1,588 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0030,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 5.63m (18.47ft),  Kilometerpoint: 6.397,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 43979,  Location: FINDLAY TWP (Lat: 40.489214,  Lng: -80.270236),  Route carried "under" structure: Ramp State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 3,742 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR 60, RAMPS C, MT-B, KL,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 8.49m (27.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 43979,  Location: FINDLAY TWP (Lat: 40.489214,  Lng: -80.270236),  Route carried "under" structure: Interstate 376,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 22,027 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 60, RAMPS C, MT-B, KL,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 7.35m (24.11ft),  Kilometerpoint: 6.159,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 43979,  Location: FINDLAY TWP (Lat: 40.489214,  Lng: -80.270236),  Route carried "under" structure: Interstate 376,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,452 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 60, RAMPS C, MT-B, KL,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 8.63m (28.31ft),  Kilometerpoint: 6.159,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 38.1m (125.0ft)

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Structure Number: 4398,  Location: FINDLAY (Lat: 40.487547,  Lng: -80.270492),  Route carried "under" structure: ServiceOther road ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: SR 376, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 4398,  Location: FINDLAY (Lat: 40.487547,  Lng: -80.270492),  Route carried "under" structure: Ramp State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,188 (year 2021),  Truck Traffic: 2%,  Features Intersected: SR 376, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 6.46m (21.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 4398,  Location: FINDLAY (Lat: 40.487547,  Lng: -80.270492),  Route carried "under" structure: Ramp State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 3,742 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR 376, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 11.23m (36.84ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 4398,  Location: FINDLAY (Lat: 40.487547,  Lng: -80.270492),  Route carried "under" structure: Interstate 376,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,452 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 376, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 12.47m (40.91ft),  Kilometerpoint: 6.159,  Lanes on structure: 1,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 4398,  Location: FINDLAY (Lat: 40.487547,  Lng: -80.270492),  Route carried "under" structure: Interstate 376,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 22,027 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 376, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 11.55m (37.89ft),  Kilometerpoint: 6.159,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 43981,  Location: FINDLAY (Lat: 40.487747,  Lng: -80.270697),  Route carried "under" structure: Interstate 376,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 20,452 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR 0060, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 12.41m (40.72ft),  Kilometerpoint: 6.159,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 43981,  Location: FINDLAY (Lat: 40.487747,  Lng: -80.270697),  Route carried "under" structure: Ramp State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 5,188 (year 2021),  Truck Traffic: 2%,  Features Intersected: SR 0060, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 43981,  Location: FINDLAY (Lat: 40.487747,  Lng: -80.270697),  Route carried "under" structure: Ramp State highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 3,742 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR 0060, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 11.43m (37.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 43981,  Location: FINDLAY (Lat: 40.487747,  Lng: -80.270697),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: SR 0060, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Toll: Toll bridge,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 43981,  Location: FINDLAY (Lat: 40.487747,  Lng: -80.270697),  Route carried "under" structure: Interstate 376,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 22,027 (year 2020),  Truck Traffic: 4%,  Features Intersected: SR 0060, RAMPS, RD, STRM,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 11.46m (37.60ft),  Kilometerpoint: 6.159,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 64.3m (211.0ft)

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Structure Number: 45349,  Location: FINDLAY (Lat: 40.487225,  Lng: -80.272133),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: McCASLIN RD, ENLOW RUN,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 20.64m (67.72ft),  Kilometerpoint: 0.467,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.5m (191.9ft)

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Structure Number: 45354,  Location: FINDLAY TWP (Lat: 40.448422,  Lng: -80.308275),  Route carried "under" structure: County highway ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 130 (year 2009),  Truck Traffic: 1%,  Features Intersected: T-439 BALD KNOB ROAD,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 5.29m (17.36ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 45355,  Location: FINDLAY TWP (Lat: 40.448364,  Lng: -80.307964),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2009),  Truck Traffic: 1%,  Features Intersected: T-439 BALD KNOB ROAD,  Facility Carried by Structure: PA PTK (I-576), WB
Minimum Vertical Clearance: 5.69m (18.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 43.9m (144.0ft)

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Structure Number: 45363,  Location: FINDLAY TWP (Lat: 40.487111,  Lng: -80.271953),  Route carried "under" structure: Other road ,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: MCCASLIN RUN, ENLOW RUN,  Facility Carried by Structure: PA TPK (I-576)
Minimum Vertical Clearance: 29.64m (97.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Toll: Toll bridge,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 58.8m (192.9ft)

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Structure Number: 45364,  Location: FINDLAY TWP (Lat: 40.486483,  Lng: -80.271525),  Route carried "under" structure: State highway 576,  Year Built: 2006,  Structure Length: 0. m,  Features Intersected: MCCASLIN RD, ENLOW RUN
Minimum Vertical Clearance: 24.00m (78.74ft),  Kilometerpoint: 0.515,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.3m (178.1ft)