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

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Structure Number: 22194,  Location: 376WB O/ RP E,SHENANGO R (Lat: 41.032506,  Lng: -80.390214),  Route carried "on" structure: Interstate 376,  Year Built: 1975,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 19.32m (63.39ft),  Average Daily Traffic: 7,518 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 8,642 (year 2032),  Design Load: HS 20,  Features Intersected: 8008 RP.E & SHENANGO RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.602,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 55.2m (181.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.2m (43.3ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.50m (63.98ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $221,000,  Roadway Improvement Cost: $650,000,  Total Project Cost: $2,980,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22195,  Location: I-376 OVER SHENANGO RIVER (Lat: 41.032569,  Lng: -80.390556),  Route carried "on" structure: Interstate 376,  Year Built: 1975,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 19.32m (63.39ft),  Average Daily Traffic: 8,345 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,556 (year 2032),  Design Load: HS 20,  Features Intersected: 8008 RP.E & SHENANGO RIV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.611,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 55.2m (181.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 19.40m (63.65ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Critical Feature Inspection Date: June 2021,  Bridge Improvement Cost: $199,000,  Roadway Improvement Cost: $587,000,  Total Project Cost: $2,689,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22197,  Location: 1/2 MI. NORTH OF SR 0422 (Lat: 41.033794,  Lng: -80.390308),  Route carried "on" structure: Interstate 376,  Year Built: 1975,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 7,518 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 8,642 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4004 PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.602,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $650,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22198,  Location: 1/2 MI. NORTH OF SR 0422 (Lat: 41.033822,  Lng: -80.390656),  Route carried "on" structure: Interstate 376,  Year Built: 1975,  Status: Open,  Structure Length: 5.85m (19.19ft),  Average Daily Traffic: 8,345 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,556 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4004 PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.611,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  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: 12.0m (39.4ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $48,000,  Roadway Improvement Cost: $142,000,  Total Project Cost: $650,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22203,  Location: 1/2 MI. SOUTH OF SR 8002 (Lat: 41.062153,  Lng: -80.383319),  Route carried "on" structure: Interstate 376,  Year Built: 1971,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 7,518 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 8,642 (year 2032),  Design Load: HS 20,  Features Intersected: OLD PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.401,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $188,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22204,  Location: 1/2 MI. SOUTH OF SR 8002 (Lat: 41.062544,  Lng: -80.383383),  Route carried "on" structure: Interstate 376,  Year Built: 1970,  Status: Open,  Structure Length: 5.88m (19.29ft),  Average Daily Traffic: 8,345 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 8,556 (year 2032),  Design Load: HS 20,  Features Intersected: OLD PULASKI RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.391,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 15 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.6m (41.3ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $14,000,  Roadway Improvement Cost: $41,000,  Total Project Cost: $188,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22283,  Location: SR 0224 STATE ST (Lat: 41.010933,  Lng: -80.391400),  Route carried "on" structure: US 224,  Year Built: 1973,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 11,526 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 11,998 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376, RAMP K,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.384,  Lanes on structure: 5,  Lanes under structure: 15,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.4m (103.0ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.5m (123.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 31.4m (103.0ft),  Out-to-Out Width: 32.6m (107.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $166,000,  Roadway Improvement Cost: $489,000,  Total Project Cost: $2,242,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22306,  Location: 150'EAST OF SR 4007 (Lat: 41.037208,  Lng: -80.409617),  Route carried "on" structure: US 422,  Year Built: 1975,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 6,351 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 5,469 (year 2032),  Design Load: HS 20,  Features Intersected: SANKEY RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.778,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.3m (96.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  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: 29.1m (95.5ft),  Out-to-Out Width: 30.5m (100.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Superior to present desirable criteria,  Waterway Adequacy: Equal to 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: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22309,  Location: I-376 EB OVER BUS. 422 (Lat: 41.029094,  Lng: -80.390286),  Route carried "on" structure: Interstate 376,  Year Built: 1975,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 9,380 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 9,593 (year 2032),  Design Load: HS 20,  Features Intersected: US 422 EB WB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 12.534,  Lanes on structure: 3,  Lanes under structure: 12,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $565,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2231,  Location: I-376 WB OVER BUS. 422 (Lat: 41.029022,  Lng: -80.389931),  Route carried "on" structure: Interstate 376,  Year Built: 1975,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 9,618 (year 2021),  Truck Traffic: 17%,  Average Future Daily Traffic: 9,004 (year 2032),  Design Load: HS 20,  Features Intersected: US 422 EB WB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 12.542,  Lanes on structure: 3,  Lanes under structure: 24,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 50.0m (164.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.90m (29.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $104,000,  Total Project Cost: $407,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22317,  Location: SR 0422 EB OVER I-376 (Lat: 40.991894,  Lng: -80.388961),  Route carried "on" structure: US 422,  Year Built: 1972,  Status: Open,  Structure Length: 8.81m (28.90ft),  Average Daily Traffic: 7,190 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 9,539 (year 2032),  Design Load: HS 20,  Features Intersected: 376 TOLL & RMP N EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.976,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.80m (28.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $90,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $1,209,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22319,  Location: SR 0422 WB OVER I-376 (Lat: 40.992350,  Lng: -80.389056),  Route carried "on" structure: US 422,  Year Built: 1972,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 7,439 (year 2020),  Truck Traffic: 15%,  Average Future Daily Traffic: 9,926 (year 2032),  Design Load: HS 20,  Features Intersected: I-376 TOLL & RP N EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.700,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.30m (27.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $78,000,  Roadway Improvement Cost: $229,000,  Total Project Cost: $1,051,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 2245,  Location: COVERT RD. OVER 376 (Lat: 40.996219,  Lng: -80.392092),  Route carried "on" structure: State highway ,  Year Built: 1972,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 8.47m (27.79ft),  Average Daily Traffic: 2,288 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,225 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: COVERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 23.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 8.50m (27.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $76,000,  Roadway Improvement Cost: $224,000,  Total Project Cost: $1,027,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 22451,  Location: 1/2 MI.N.E.OF TR 60 (Lat: 40.996139,  Lng: -80.392036),  Route carried "on" structure: State highway ,  Year Built: 1973,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 8.32m (27.30ft),  Average Daily Traffic: 2,288 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,225 (year 2032),  Design Load: HS 20,  Features Intersected: LR 1023,PA 60 N.B.,  Facility Carried by Structure: COVERT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.085,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 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: 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: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22467,  Location: 1/4 MI. N.E. OF SR 0422 (Lat: 41.036833,  Lng: -80.402967),  Route carried "on" structure: State highway ,  Year Built: 1966,  Year Reconstructed: 2017,  Status: Open,  Structure Length: 6.00m (19.69ft),  Average Daily Traffic: 5,048 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,052 (year 2032),  Design Load: HL 93,  Features Intersected: SHENANGO RIVER,  Facility Carried by Structure: HARBOR EDINBURG RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.330,  Lanes on structure: 2,  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: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.00m (19.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $97,000,  Roadway Improvement Cost: $286,000,  Total Project Cost: $1,312,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 22481,  Location: MITCHELL RD. OVER SR376 (Lat: 41.067256,  Lng: -80.379972),  Route carried "on" structure: State highway ,  Year Built: 1970,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 8,952 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 10,258 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0376,  Facility Carried by Structure: MITCHELL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 10,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 31.7m (104.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 22.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 9.30m (30.51ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $211,000,  Roadway Improvement Cost: $621,000,  Total Project Cost: $2,847,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 22592,  Location: 1000' EAST OF SR 0060 (Lat: 41.025000,  Lng: -80.386667),  Route carried "on" structure: Ramp State highway ,  Year Built: 1975,  Status: Open,  Structure Length: 7.86m (25.79ft),  Average Daily Traffic: 1,899 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,864 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4002,  Facility Carried by Structure: SR 8008 RAMP E
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 10,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 49.1m (161.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 10.4m (34.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 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: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 405,  Location: 214001 1 BLK S OF OAKWOOD (Lat: 41.004353,  Lng: -80.373008),  Route carried "on" structure: City street ,  Year Built: 1998,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,400 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: SHENANGO RIVER TRIBUTARY,  Facility Carried by Structure: GRANDVIEW AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 75.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  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: 41479,  Location: 214002 1 BLK S OF OAKWOOD (Lat: 41.004042,  Lng: -80.370372),  Route carried "on" structure: City street ,  Year Built: 2001,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 1,000 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,100 (year 2025),  Design Load: HS 25 or greater,  Features Intersected: SHENANGO RIVER TRIB,  Facility Carried by Structure: MILLER AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 77.1 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: 0.60m (1.97ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $64,000,  Total Project Cost: $294,000

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Structure Number: 46586,  Location: 200' SE OF SR 422 (Lat: 41.036853,  Lng: -80.410439),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 1.58m (5.18ft),  Average Daily Traffic: 1,281 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 50 (year 2017),  Design Load: HL 93,  Features Intersected: SANKEY RUN,  Facility Carried by Structure: AIRPORT HILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.508,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.9m (48.9ft),  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: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 43.1 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: 33.0 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: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  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: 47302,  Location: 1/4 MI.SOUTH TWP.551 (Lat: 41.051519,  Lng: -80.382356),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 518 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 978 (year 2032),  Design Load: HL 93,  Features Intersected: CAMP RUN,  Facility Carried by Structure: OLD PULASKI
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.099,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.2m (26.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.6 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: 37.6 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: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2018,  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: 22194,  Location: 376WB O/ RP E,SHENANGO R (Lat: 41.032506,  Lng: -80.390214),  Route carried "under" structure: Ramp State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,899 (year 2021),  Truck Traffic: 7%,  Features Intersected: 8008 RP.E & SHENANGO RIV,  Facility Carried by Structure: I-376 WB
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 22195,  Location: I-376 OVER SHENANGO RIVER (Lat: 41.032569,  Lng: -80.390556),  Route carried "under" structure: Ramp State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,899 (year 2021),  Truck Traffic: 7%,  Features Intersected: 8008 RP.E & SHENANGO RIV,  Facility Carried by Structure: I-376 EB
Minimum Vertical Clearance: 5.43m (17.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 55.2m (181.1ft)

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Structure Number: 22197,  Location: 1/2 MI. NORTH OF SR 0422 (Lat: 41.033794,  Lng: -80.390308),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,789 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 4004 PULASKI RD,  Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 6.71m (22.01ft),  Kilometerpoint: 4.509,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 22198,  Location: 1/2 MI. NORTH OF SR 0422 (Lat: 41.033822,  Lng: -80.390656),  Route carried "under" structure: State highway ,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 4,789 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 4004 PULASKI RD,  Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 7.01m (23.00ft),  Kilometerpoint: 4.509,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 222,  Location: 1/2 MI. NORTH OF SR 4004 (Lat: 41.039947,  Lng: -80.390972),  Route carried "under" structure: Interstate 376,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,345 (year 2021),  Truck Traffic: 20%,  Features Intersected: LR 1023-TR 60,  Facility Carried by Structure: KINGS CHAPEL RD
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 10.807,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 222,  Location: 1/2 MI. NORTH OF SR 4004 (Lat: 41.039947,  Lng: -80.390972),  Route carried "under" structure: Interstate 376,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,518 (year 2021),  Truck Traffic: 22%,  Features Intersected: LR 1023-TR 60,  Facility Carried by Structure: KINGS CHAPEL RD
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 10.795,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 22203,  Location: 1/2 MI. SOUTH OF SR 8002 (Lat: 41.062153,  Lng: -80.383319),  Route carried "under" structure: State highway ,  Year Built: 1971,  Structure Length: 0. m,  Average Daily Traffic: 518 (year 2020),  Truck Traffic: 1%,  Features Intersected: OLD PULASKI RD,  Facility Carried by Structure: SR 0376 WB
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 3.269,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 22204,  Location: 1/2 MI. SOUTH OF SR 8002 (Lat: 41.062544,  Lng: -80.383383),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 518 (year 2020),  Truck Traffic: 1%,  Features Intersected: OLD PULASKI RD,  Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 3.269,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.7m (90.9ft)

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Structure Number: 22283,  Location: SR 0224 STATE ST (Lat: 41.010933,  Lng: -80.391400),  Route carried "under" structure: Interstate 376,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,315 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR 0376, RAMP K,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 14.027,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 22283,  Location: SR 0224 STATE ST (Lat: 41.010933,  Lng: -80.391400),  Route carried "under" structure: Ramp State highway 8008,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 25 (year 1984),  Truck Traffic: 1%,  Features Intersected: SR 0376, RAMP K,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 22283,  Location: SR 0224 STATE ST (Lat: 41.010933,  Lng: -80.391400),  Route carried "under" structure: Interstate 376,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,351 (year 2022),  Truck Traffic: 16%,  Features Intersected: SR 0376, RAMP K,  Facility Carried by Structure: STATE STREET
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 14.029,  Lanes on structure: 5,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.5m (123.0ft)

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Structure Number: 22309,  Location: I-376 EB OVER BUS. 422 (Lat: 41.029094,  Lng: -80.390286),  Route carried "under" structure: Business US 422,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,602 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 422 EB WB,  Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 12.342,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 22309,  Location: I-376 EB OVER BUS. 422 (Lat: 41.029094,  Lng: -80.390286),  Route carried "under" structure: Business US 422,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,963 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 422 EB WB,  Facility Carried by Structure: SR 0376 EB
Minimum Vertical Clearance: 4.75m (15.58ft),  Kilometerpoint: 12.278,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 2231,  Location: I-376 WB OVER BUS. 422 (Lat: 41.029022,  Lng: -80.389931),  Route carried "under" structure: Business US 422,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 2,963 (year 2020),  Truck Traffic: 8%,  Features Intersected: US 422 EB WB,  Facility Carried by Structure: SR 0376 EB WB
Minimum Vertical Clearance: 4.77m (15.65ft),  Kilometerpoint: 12.278,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 2231,  Location: I-376 WB OVER BUS. 422 (Lat: 41.029022,  Lng: -80.389931),  Route carried "under" structure: Business US 422B,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,904 (year 2022),  Truck Traffic: 7%,  Features Intersected: US 422 EB WB,  Facility Carried by Structure: SR 0376 EB WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 2231,  Location: I-376 WB OVER BUS. 422 (Lat: 41.029022,  Lng: -80.389931),  Route carried "under" structure: Business US 422,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 3,602 (year 2020),  Truck Traffic: 7%,  Features Intersected: US 422 EB WB,  Facility Carried by Structure: SR 0376 EB WB
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 12.342,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 2231,  Location: I-376 WB OVER BUS. 422 (Lat: 41.029022,  Lng: -80.389931),  Route carried "under" structure: Business US 422B,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,760 (year 2022),  Truck Traffic: 8%,  Features Intersected: US 422 EB WB,  Facility Carried by Structure: SR 0376 EB WB
Minimum Vertical Clearance: 4.93m (16.17ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.0m (164.0ft)

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Structure Number: 22317,  Location: SR 0422 EB OVER I-376 (Lat: 40.991894,  Lng: -80.388961),  Route carried "under" structure: Interstate 376,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,315 (year 2022),  Truck Traffic: 15%,  Features Intersected: 376 TOLL & RMP N EB,  Facility Carried by Structure: SR 0422 EB
Minimum Vertical Clearance: 6.10m (20.01ft),  Kilometerpoint: 16.716,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 22317,  Location: SR 0422 EB OVER I-376 (Lat: 40.991894,  Lng: -80.388961),  Route carried "under" structure: Ramp State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 537 (year 2021),  Truck Traffic: 10%,  Features Intersected: 376 TOLL & RMP N EB,  Facility Carried by Structure: SR 0422 EB
Minimum Vertical Clearance: 5.26m (17.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 22319,  Location: SR 0422 WB OVER I-376 (Lat: 40.992350,  Lng: -80.389056),  Route carried "under" structure: Ramp State highway ,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 537 (year 2021),  Truck Traffic: 10%,  Features Intersected: I-376 TOLL & RP N EB,  Facility Carried by Structure: US 0422 WB
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 22319,  Location: SR 0422 WB OVER I-376 (Lat: 40.992350,  Lng: -80.389056),  Route carried "under" structure: Interstate 376,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,315 (year 2022),  Truck Traffic: 15%,  Features Intersected: I-376 TOLL & RP N EB,  Facility Carried by Structure: US 0422 WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.716,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 2245,  Location: COVERT RD. OVER 376 (Lat: 40.996219,  Lng: -80.392092),  Route carried "under" structure: Interstate 376,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 5,351 (year 2022),  Truck Traffic: 16%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: COVERT RD
Minimum Vertical Clearance: 9.73m (31.92ft),  Kilometerpoint: 16.444,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 2245,  Location: COVERT RD. OVER 376 (Lat: 40.996219,  Lng: -80.392092),  Route carried "under" structure: US 422,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 7,439 (year 2020),  Truck Traffic: 15%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: COVERT RD
Minimum Vertical Clearance: 9.73m (31.92ft),  Kilometerpoint: 12.976,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 2245,  Location: COVERT RD. OVER 376 (Lat: 40.996219,  Lng: -80.392092),  Route carried "under" structure: State lands road 8014,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 39 (year 1995),  Truck Traffic: 7%,  Features Intersected: SR 0376 EB WB,  Facility Carried by Structure: COVERT RD
Minimum Vertical Clearance: 9.45m (31.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 22451,  Location: 1/2 MI.N.E.OF TR 60 (Lat: 40.996139,  Lng: -80.392036),  Route carried "under" structure: Ramp Interstate 376,  Year Built: 1973,  Structure Length: 0. m,  Average Daily Traffic: 5,315 (year 2022),  Truck Traffic: 15%,  Features Intersected: LR 1023,PA 60 N.B.,  Facility Carried by Structure: COVERT RD
Minimum Vertical Clearance: 15.77m (51.74ft),  Kilometerpoint: 16.716,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 22481,  Location: MITCHELL RD. OVER SR376 (Lat: 41.067256,  Lng: -80.379972),  Route carried "under" structure: Interstate 376,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 8,345 (year 2021),  Truck Traffic: 20%,  Features Intersected: SR 0376,  Facility Carried by Structure: MITCHELL ROAD
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 7.586,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 22481,  Location: MITCHELL RD. OVER SR376 (Lat: 41.067256,  Lng: -80.379972),  Route carried "under" structure: Interstate 376,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 7,518 (year 2021),  Truck Traffic: 22%,  Features Intersected: SR 0376,  Facility Carried by Structure: MITCHELL ROAD
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 7.585,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.7m (104.0ft)

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Structure Number: 22592,  Location: 1000' EAST OF SR 0060 (Lat: 41.025000,  Lng: -80.386667),  Route carried "under" structure: Business US 422B,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,904 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 4002,  Facility Carried by Structure: SR 8008 RAMP E
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.275,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)

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Structure Number: 22592,  Location: 1000' EAST OF SR 0060 (Lat: 41.025000,  Lng: -80.386667),  Route carried "under" structure: Business US 422B,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 1,760 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 4002,  Facility Carried by Structure: SR 8008 RAMP E
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.272,  Lanes on structure: 1,  Lanes under structure: 5,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 49.1m (161.1ft)