Bridge Statistics for Lake Arthur Estates, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 8121,  Location: WEST PARK RD NO.2 (Lat: 40.944972,  Lng: -80.141936),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 1,584 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,481 (year 2032),  Design Load: HS 20,  Features Intersected: SR0422 EB&WB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.055,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 64.4 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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $372,000,  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: 8122,  Location: WEST PARK RD NO.3 (Lat: 40.962875,  Lng: -80.130875),  Route carried "on" structure: State highway ,  Year Built: 1969,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 7.41m (24.31ft),  Average Daily Traffic: 1,584 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,481 (year 2032),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.101,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.3m (96.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 16.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 9.10m (29.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $172,000,  Roadway Improvement Cost: $506,000,  Total Project Cost: $2,320,000 ( Estimate for 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: 8124,  Location: WEST PARK RD NO.5 (Lat: 40.980028,  Lng: -80.130047),  Route carried "on" structure: State highway ,  Year Built: 1965,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 597 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 971 (year 2032),  Design Load: HS 20,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.179,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 22.6m (74.1ft),  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: 9.6m (31.5ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.20m (49.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $76,000,  Total Project Cost: $349,000,  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: 8125,  Location: WEST PARK RD NO.6 (Lat: 40.992056,  Lng: -80.127261),  Route carried "on" structure: State highway ,  Year Built: 1964,  Status: Open,  Structure Length: 6.92m (22.70ft),  Average Daily Traffic: 597 (year 2022),  Truck Traffic: 7%,  Average Future Daily Traffic: 971 (year 2032),  Design Load: HS 20,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.259,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.20m (40.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Bridge Improvement Cost: $59,000,  Roadway Improvement Cost: $174,000,  Total Project Cost: $797,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 8268,  Location: 0.22 MI N OF T-369 (Lat: 40.972172,  Lng: -80.151489),  Route carried "on" structure: City street ,  Year Built: 1925,  Status: Posted for load,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 100 (year 2015),  Truck Traffic: 9%,  Average Future Daily Traffic: 120 (year 2035),  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: T-348 BOOK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.8m (51.8ft),  Curb-To-Curb Width: 4.7m (15.4ft),  Out-to-Out Width: 5.1m (16.7ft)

Condition: Deck: Good,  Superstructure: Poor,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of replacement,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 12 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Critical Feature Inspection Date: November 2020,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $380,000,  Deck Structure Type: Open Grating

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Structure Number: 833,  Location: 3/4 MI NE OF SR 4007 (Lat: 40.975900,  Lng: -80.125600),  Route carried "on" structure: State lands road ,  Year Built: 1972,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 100 (year 2012),  Average Future Daily Traffic: 150 (year 2032),  Features Intersected: MONINOT RUN,  Facility Carried by Structure: NORTH SHORE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Park, Forest, or Reservation Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  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: 11.1m (36.4ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $50,000

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Structure Number: 2219,  Location: SR 0019 OVER MUDDY CREEK (Lat: 40.981742,  Lng: -80.169869),  Route carried "on" structure: US 19,  Year Built: 1990,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 3,907 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,930 (year 2032),  Design Load: HS 20,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: PERRY HW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.368,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 36.3 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.90m (12.80ft),  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: 22388,  Location: 1580' NORTH OF SR 1012 (Lat: 40.995211,  Lng: -80.189856),  Route carried "on" structure: State highway ,  Year Built: 1961,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 154 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 275 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH SLIPPERY ROCK CR.,  Facility Carried by Structure: HARLANSBURG ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 49.9 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.80m (2.62ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 22561,  Location: 037020 SLIPPERY ROCK TWP (Lat: 40.952928,  Lng: -80.170292),  Route carried "on" structure: City street ,  Year Built: 1875,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 150 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 150 (year 2026),  Features Intersected: SLIPPERY ROCK CREEK,  Facility Carried by Structure: MCCONNELS MILL RD
Minimum Vertical Clearance: 3.83m (12.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  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: 3.9m (12.8ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 11.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: High priority of corrective action,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.90m (9.51ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: September 2020,  Critical Feature Inspection Date: September 2020,  Other Special Inspection Date: September 2021,  Bridge Improvement Cost: $5,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $70,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Wood or Timber

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Structure Number: 22562,  Location: 037019 SLIPPERY ROCK TWP (Lat: 40.949947,  Lng: -80.170325),  Route carried "on" structure: City street ,  Year Built: 1918,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 100 (year 2005),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2025),  Design Load: HS 20,  Features Intersected: UNNAMED STREAM,  Facility Carried by Structure: KENNEDY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 21.3m (69.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.4m (21.0ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Very good,  Operating Rating: 68.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $523,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22563,  Location: 250' W OF MUDDY CREEK RD (Lat: 40.971567,  Lng: -80.181897),  Route carried "on" structure: City street ,  Year Built: 1920,  Status: Closed,  Structure Length: 5.79m (19.00ft),  Features Intersected: SLIPPERY ROCK CREEK,  Facility Carried by Structure: OLD ROUTE 422 RT
Minimum Vertical Clearance: 4.27m (14.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Steel,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 56.4m (185.0ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.6m (24.9ft)

Condition: Deck: Failed,  Superstructure: Serious,  Substructure: Poor,  Channel: Good,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Bridge Improvement Cost: $57,000,  Roadway Improvement Cost: $166,000,  Total Project Cost: $764,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 39531,  Location: 50 FT N.W. OF TWP RD 487 (Lat: 41.011397,  Lng: -80.177761),  Route carried "on" structure: US 19,  Year Built: 1997,  Status: Open,  Structure Length: 7.01m (23.00ft),  Average Daily Traffic: 3,808 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,154 (year 2032),  Design Load: HS 20,  Features Intersected: SLIPPERY ROCK CREEK,  Facility Carried by Structure: PERRY HW
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.738,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 34.1m (111.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.00m (22.97ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 41936,  Location: 275' NORTH OF SR 422 (Lat: 40.969486,  Lng: -80.187003),  Route carried "on" structure: City street 7212,  Year Built: 1921,  Status: Posted for load,  Structure Length: 1.13m (3.71ft),  Average Daily Traffic: 300 (year 2019),  Truck Traffic: 1%,  Average Future Daily Traffic: 500 (year 2039),  Design Load: HS 25 or greater,  Features Intersected: TRIB SLIPPERY ROCK CREEK,  Facility Carried by Structure: T741 Old Route 422
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Fair,  Superstructure: Serious,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 14.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: June 2020,  Other Special Inspection Date: June 2021,  Bridge Improvement Cost: $9,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $117,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 44235,  Location: 1.0 MI W OF SR 0019 (Lat: 40.991881,  Lng: -80.184400),  Route carried "on" structure: State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 329 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 480 (year 2032),  Design Load: HS 20,  Features Intersected: SLIPPERY ROCK CREEK,  Facility Carried by Structure: FREW MILL ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.156,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.3m (27.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 48 months,  Inspection Date: August 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: 46494,  Location: 1.4mi West of SR 0079 (Lat: 40.967631,  Lng: -80.162133),  Route carried "on" structure: US 19,  Year Built: 2011,  Status: Open,  Structure Length: 3.51m (11.52ft),  Average Daily Traffic: 5,530 (year 2022),  Truck Traffic: 12%,  Average Future Daily Traffic: 3,372 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0422 EB & WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.512,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 69.3 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 37.9 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: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 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: 47496,  Location: 0.4 MI FROM INT W/SR0422 (Lat: 40.969994,  Lng: -80.144092),  Route carried "on" structure: City street T318,  Year Built: 2012,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 100 (year 2014),  Truck Traffic: 1%,  Average Future Daily Traffic: 125 (year 2034),  Design Load: HL 93,  Features Intersected: MUDDY CREEK,  Facility Carried by Structure: T-318 CURRIE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.1m (56.1ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.6m (28.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.7 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 43.7 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: 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: October 2020,  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: 48068,  Location: AT SR 79 NB & SR 422 INT. (Lat: 40.962506,  Lng: -80.134569),  Route carried "on" structure: Interstate 79,  Year Built: 2013,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 15,558 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,140 (year 2032),  Design Load: HL 93,  Features Intersected: SR 422 EB & WB, MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.482,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 48763,  Location: Intersect. I79 & SR 422 (Lat: 40.962597,  Lng: -80.134972),  Route carried "on" structure: Interstate 79,  Year Built: 2014,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 15,719 (year 2021),  Truck Traffic: 14%,  Average Future Daily Traffic: 16,243 (year 2032),  Design Load: HL 93,  Features Intersected: SR 422 EB & WB, MUDDY CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 34.506,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.7m (44.9ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Membrane: Epoxy,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5574,  Location: 750ft N SR 422 Intersect. (Lat: 40.963111,  Lng: -80.129361),  Route carried "on" structure: State highway ,  Year Built: 2018,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 643 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 480 (year 2032),  Design Load: HL 93,  Features Intersected: Muddy Creek,  Facility Carried by Structure: SR 4017
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 4.6m (15.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 44.8m (147.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.8 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: 33.4 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 7879,  Location: BURNSIDE ROAD (Lat: 40.957083,  Lng: -80.138003),  Route carried "under" structure: Interstate 79,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 16,201 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR3044 (T-365)
Minimum Vertical Clearance: 5.11m (16.77ft),  Kilometerpoint: 33.865,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 7879,  Location: BURNSIDE ROAD (Lat: 40.957083,  Lng: -80.138003),  Route carried "under" structure: Interstate 79,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,025 (year 2021),  Truck Traffic: 13%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR3044 (T-365)
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 33.674,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 21.9m (71.9ft)

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Structure Number: 812,  Location: WEST PARK RD NO.1 (Lat: 40.944817,  Lng: -80.141842),  Route carried "under" structure: Interstate 79,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 16,201 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 32.018,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 812,  Location: WEST PARK RD NO.1 (Lat: 40.944817,  Lng: -80.141842),  Route carried "under" structure: Interstate 79,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 17,025 (year 2021),  Truck Traffic: 13%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 31.992,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 8121,  Location: WEST PARK RD NO.2 (Lat: 40.944972,  Lng: -80.141936),  Route carried "under" structure: US 422,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,717 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR0422 EB&WB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 4.86m (15.94ft),  Kilometerpoint: 2.691,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 8121,  Location: WEST PARK RD NO.2 (Lat: 40.944972,  Lng: -80.141936),  Route carried "under" structure: US 422,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 5,549 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR0422 EB&WB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 4.53m (14.86ft),  Kilometerpoint: 2.691,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 8124,  Location: WEST PARK RD NO.5 (Lat: 40.980028,  Lng: -80.130047),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,558 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 4.98m (16.34ft),  Kilometerpoint: 37.718,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 8124,  Location: WEST PARK RD NO.5 (Lat: 40.980028,  Lng: -80.130047),  Route carried "under" structure: Interstate 79,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 15,719 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 37.712,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 8125,  Location: WEST PARK RD NO.6 (Lat: 40.992056,  Lng: -80.127261),  Route carried "under" structure: Interstate 79,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 15,558 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 4.97m (16.31ft),  Kilometerpoint: 40.045,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 8125,  Location: WEST PARK RD NO.6 (Lat: 40.992056,  Lng: -80.127261),  Route carried "under" structure: Interstate 79,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 15,719 (year 2021),  Truck Traffic: 14%,  Features Intersected: SR0079 NB&SB,  Facility Carried by Structure: SR4007
Minimum Vertical Clearance: 5.10m (16.73ft),  Kilometerpoint: 40.032,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 46494,  Location: 1.4mi West of SR 0079 (Lat: 40.967631,  Lng: -80.162133),  Route carried "under" structure: US 422,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 6,206 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR 0422 EB & WB,  Facility Carried by Structure: SR 0019 NB & SB
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 46494,  Location: 1.4mi West of SR 0079 (Lat: 40.967631,  Lng: -80.162133),  Route carried "under" structure: US 422,  Year Built: 2011,  Structure Length: 0. m,  Average Daily Traffic: 8,240 (year 2022),  Truck Traffic: 11%,  Features Intersected: SR 0422 EB & WB,  Facility Carried by Structure: SR 0019 NB & SB
Minimum Vertical Clearance: 5.38m (17.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 48068,  Location: AT SR 79 NB & SR 422 INT. (Lat: 40.962506,  Lng: -80.134569),  Route carried "under" structure: US 422,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,717 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR 422 EB & WB, MUDDY CR,  Facility Carried by Structure: SR 0079 NB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.102,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 48068,  Location: AT SR 79 NB & SR 422 INT. (Lat: 40.962506,  Lng: -80.134569),  Route carried "under" structure: US 422,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 5,549 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR 422 EB & WB, MUDDY CR,  Facility Carried by Structure: SR 0079 NB
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 2.102,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 48763,  Location: Intersect. I79 & SR 422 (Lat: 40.962597,  Lng: -80.134972),  Route carried "under" structure: US 422,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,717 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR 422 EB & WB, MUDDY CR,  Facility Carried by Structure: SR 0079 SB
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 2.102,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 48763,  Location: Intersect. I79 & SR 422 (Lat: 40.962597,  Lng: -80.134972),  Route carried "under" structure: US 422,  Year Built: 2014,  Structure Length: 0. m,  Average Daily Traffic: 5,549 (year 2022),  Truck Traffic: 15%,  Features Intersected: SR 422 EB & WB, MUDDY CR,  Facility Carried by Structure: SR 0079 SB
Minimum Vertical Clearance: 5.13m (16.83ft),  Kilometerpoint: 2.102,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)