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

Find on map >>   Show street view

Structure Number: 38,  Location: SW OF GETTYSBURG (Lat: 39.735436,  Lng: -77.373006),  Route carried "on" structure: State highway 16,  Year Built: 1952,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 6,232 (year 2022),  Truck Traffic: 11%,  Average Future Daily Traffic: 7,815 (year 2032),  Design Load: HS 20,  Features Intersected: MINEY BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.002,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Fair,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $19,000,  Roadway Improvement Cost: $57,000,  Total Project Cost: $261,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

Find on map >>   Show street view

Structure Number: 3455,  Location: 3200' NORTH OF SR 0551 (Lat: 40.798200,  Lng: -80.334700),  Route carried "on" structure: State highway 18,  Year Built: 1950,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 15.42m (50.59ft),  Average Daily Traffic: 10,717 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,112 (year 2032),  Design Load: H 20,  Features Intersected: TRIB TO WALLACE RUN,  Facility Carried by Structure: BIG BEAVER BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.001,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 18.8m (61.7ft),  Out-to-Out Width: 20.8m (68.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.40m (50.52ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $51,000,  Roadway Improvement Cost: $149,000,  Total Project Cost: $683,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3497,  Location: SR 51 OVER TR 4013 (Lat: 40.795000,  Lng: -80.420000),  Route carried "on" structure: State highway 51,  Year Built: 1953,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 4.57m (14.99ft),  Average Daily Traffic: 15,260 (year 2022),  Truck Traffic: 6%,  Average Future Daily Traffic: 9,727 (year 2032),  Design Load: HS 20,  Features Intersected: TR 4013,  Facility Carried by Structure: PENNSYLVANIA AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 33.178,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 23 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.4m (89.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $89,000,  Roadway Improvement Cost: $261,000,  Total Project Cost: $1,198,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3617,  Location: 300' S.W. OF PA TURNPIKE (Lat: 40.840186,  Lng: -80.388050),  Route carried "on" structure: State highway 351,  Year Built: 1951,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,453 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,559 (year 2032),  Design Load: HS 20,  Features Intersected: JORDAN RUN,  Facility Carried by Structure: FAIRLANE BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.435,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021

Find on map >>   Show street view

Structure Number: 3737,  Location: 1.5 MI. N.JUNC.168&551 (Lat: 40.826517,  Lng: -80.411186),  Route carried "on" structure: State highway ,  Year Built: 1962,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 882 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,121 (year 2032),  Design Load: HL 93,  Features Intersected: N.FORK LITTLE BEAVER CR.,  Facility Carried by Structure: NEW GALILEE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.257,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Operating Rating: 53.8 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: 41.5 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $25,000,  Total Project Cost: $35,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3738,  Location: SR 4006 / SR 4001 INTER. (Lat: 40.816806,  Lng: -80.375328),  Route carried "on" structure: State highway ,  Year Built: 1976,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 976 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 885 (year 2032),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: SHENANGO ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.5m (47.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 42.6 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.70m (18.70ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Critical Feature Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3796,  Location: BIG BEAVER BOROUGH (Lat: 40.795000,  Lng: -80.360000),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 10.18m (33.40ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0551,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.9m (167.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 78.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3797,  Location: BIG BEAVER BOROUGH (Lat: 40.795000,  Lng: -80.361667),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 10.12m (33.20ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 0551,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 3,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 50.6m (166.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3798,  Location: BIG BEAVER BOROUGH (Lat: 40.801844,  Lng: -80.361564),  Route carried "on" structure: State highway ,  Year Built: 1992,  Status: Open,  Structure Length: 9.63m (31.59ft),  Average Daily Traffic: 597 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,089 (year 2032),  Design Load: HS 20,  Features Intersected: PA TURNPIKE BV-109,  Facility Carried by Structure: FRIENDSHIP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.912,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 45.4 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: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.20m (33.46ft),  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,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3799,  Location: BIG BEAVER BOROUGH (Lat: 40.820617,  Lng: -80.371392),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR 4001, NFS RR,  Facility Carried by Structure: PA TPK ( I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 38,  Location: BIG BEAVER BOROUGH (Lat: 40.820750,  Lng: -80.371419),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 8.84m (29.00ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: SR4001, NORFOLK,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Excellent,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3801,  Location: BIG BEAVER BOROUGH (Lat: 40.830708,  Lng: -80.370528),  Route carried "on" structure: City street ,  Year Built: 1992,  Status: Open,  Structure Length: 6.68m (21.92ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 651 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-376),  Facility Carried by Structure: T-667, FOXWOOD DR.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 35.4m (116.1ft),  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: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3802,  Location: BIG BEAVER BOROUGH (Lat: 40.838053,  Lng: -80.369325),  Route carried "on" structure: Ramp State highway 7060,  Year Built: 1992,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 500 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 651 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-376),  Facility Carried by Structure: RAMP KM
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 20 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3803,  Location: N. of TPK 76 & 376 Intr (Lat: 40.842794,  Lng: -80.368489),  Route carried "on" structure: State highway 351,  Year Built: 1992,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,573 (year 2022),  Truck Traffic: 9%,  Average Future Daily Traffic: 1,840 (year 2032),  Design Load: HS 20,  Features Intersected: PA TURNPIKE (376 EB-WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.693,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 40.8m (133.9ft),  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: Satisfactory,  Substructure: Good,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.60m (24.93ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3804,  Location: BIG BEAVER BOROUGH (Lat: 40.850728,  Lng: -80.368589),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: TRIB JORDAN RUN,  Facility Carried by Structure: PA TPK (I-376) WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3805,  Location: BIG BEAVER BOROUGH (Lat: 40.850861,  Lng: -80.368608),  Route carried "on" structure: Other road 60,  Year Built: 1992,  Status: Open,  Structure Length: 7.22m (23.69ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: TRIB JORDAN RUN,  Facility Carried by Structure: PA TPK (I-376) EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Steel continuous,  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: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Excellent,  Inventory Rating: 60.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3808,  Location: NEAR NEW GALILEE (Lat: 40.851903,  Lng: -80.395922),  Route carried "on" structure: City street T689,  Year Built: 2009,  Status: Open,  Structure Length: 4.05m (13.29ft),  Average Daily Traffic: 200 (year 1990),  Truck Traffic: 7%,  Average Future Daily Traffic: 323 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-689
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Toll Authority,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $37,000,  Total Project Cost: $171,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 381,  Location: SR 351 OVER PTC (Lat: 40.841867,  Lng: -80.386894),  Route carried "on" structure: State highway 351,  Year Built: 2006,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 1,453 (year 2021),  Truck Traffic: 16%,  Average Future Daily Traffic: 2,665 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.435,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  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: 12.6m (41.3ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.00m (16.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $554,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3811,  Location: BIG BEAVER BOROUGH (Lat: 40.837519,  Lng: -80.379100),  Route carried "on" structure: Ramp Other road 7076,  Year Built: 1992,  Status: Open,  Structure Length: 8.14m (26.71ft),  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,301 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: PA TPK RAMP O
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 33 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 55.8m (183.1ft),  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: Satisfactory,  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: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: September 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3812,  Location: BIG BEAVER BOROUGH (Lat: 40.834194,  Lng: -80.369903),  Route carried "on" structure: State highway 60,  Year Built: 1992,  Status: Open,  Structure Length: 7.04m (23.10ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Skew: 10 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: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.6m (57.7ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 64.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3813,  Location: BIG BEAVER BORO (Lat: 40.834219,  Lng: -80.369717),  Route carried "on" structure: State highway 60,  Year Built: 1992,  Status: Open,  Structure Length: 6.71m (22.01ft),  Average Daily Traffic: 9,871 (year 1998),  Truck Traffic: 12%,  Average Future Daily Traffic: 14,459 (year 2030),  Design Load: HL 93,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 37.8m (124.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 95.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 72.6 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 desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: October 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3814,  Location: WEST OF BEAVER VAL INTG (Lat: 40.833978,  Lng: -80.367617),  Route carried "on" structure: State highway ,  Year Built: 1952,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 4.02m (13.19ft),  Average Daily Traffic: 703 (year 2022),  Truck Traffic: 1%,  Average Future Daily Traffic: 745 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 4001, LR 04099
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.907,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.2m (23.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $16,000,  Roadway Improvement Cost: $46,000,  Total Project Cost: $210,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 3815,  Location: WEST OF BEAVER VAL INTG (Lat: 40.835000,  Lng: -80.336667),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 21,390 (year 2001),  Truck Traffic: 28%,  Average Future Daily Traffic: 30,843 (year 2030),  Design Load: HS 20,  Features Intersected: T-655
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 66.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of replacement,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.70m (5.58ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 2018,  Bridge Improvement Cost: $21,000,  Roadway Improvement Cost: $63,000,  Total Project Cost: $287,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3819,  Location: BEAVER VALLEY INTERCHANGE (Lat: 40.814044,  Lng: -80.325025),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 21,390 (year 2001),  Truck Traffic: 28%,  Average Future Daily Traffic: 30,843 (year 2030),  Design Load: HS 20,  Features Intersected: SR18,LR77
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 31.1m (102.0ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.7m (94.2ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 47.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.40m (11.15ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $1,480,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 382,  Location: BEAVER VALLEY INTERCHANGE (Lat: 40.813839,  Lng: -80.324606),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 21,390 (year 2001),  Truck Traffic: 28%,  Average Future Daily Traffic: 40,780 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK RAMP A
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Frame,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.0m (82.0ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 70.8 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.00m (6.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $630,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

Find on map >>   Show street view

Structure Number: 3822,  Location: EAST OF BEAVER VAL INTG (Lat: 40.798189,  Lng: -80.290447),  Route carried "on" structure: State highway 65,  Year Built: 1952,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 6,096 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,838 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.219,  Lanes on structure: 2,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  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: 13.7m (44.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 75.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 5.80m (19.03ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Critical Feature Inspection Date: April 2020,  Bridge Improvement Cost: $60,000,  Roadway Improvement Cost: $176,000,  Total Project Cost: $808,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

Find on map >>   Show street view

Structure Number: 46834,  Location: 500' NW OF TWP RD 703 (Lat: 40.845667,  Lng: -80.412542),  Route carried "on" structure: State highway 351,  Year Built: 2011,  Status: Open,  Structure Length: 3.17m (10.40ft),  Average Daily Traffic: 932 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 1,165 (year 2039),  Design Load: HL 93,  Features Intersected: N FORK LITTLE BEAVER CR,  Facility Carried by Structure: ECHO VALLEY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.260,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 30.5m (100.1ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 32.7 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: Equal 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: March 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 47426,  Location: 1/2 MI. S.W. OF SR 4001 (Lat: 40.816775,  Lng: -80.410092),  Route carried "on" structure: State highway 168,  Year Built: 2012,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 2,708 (year 2022),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,688 (year 2032),  Design Load: HL 93,  Features Intersected: N. FORK LITTLE BEAVER CR,  Facility Carried by Structure: ELMWOOD BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.154,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 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: 32.7 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: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 55091,  Location: Junction T680/SR4006 (Lat: 40.816667,  Lng: -80.330000),  Route carried "on" structure: City street T680,  Year Built: 2017,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 1,000 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,380 (year 2030),  Design Load: HL 93,  Features Intersected: PA Turnpike I-76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.246,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 1,  Length of Maximum Span: 54.6m (179.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 50.5 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 39.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

Find on map >>   Show street view

Structure Number: 3497,  Location: SR 51 OVER TR 4013 (Lat: 40.795000,  Lng: -80.420000),  Route carried "under" structure: State highway ,  Year Built: 1953,  Structure Length: 0. m,  Average Daily Traffic: 1,986 (year 2022),  Truck Traffic: 8%,  Features Intersected: TR 4013,  Facility Carried by Structure: PENNSYLVANIA AV
Minimum Vertical Clearance: 4.48m (14.70ft),  Kilometerpoint: 1.757,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.1m (56.1ft)

Find on map >>   Show street view

Structure Number: 3796,  Location: BIG BEAVER BOROUGH (Lat: 40.795000,  Lng: -80.360000),  Route carried "under" structure: State highway 551,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,560 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0551,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 7.15m (23.46ft),  Kilometerpoint: 2.620,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

Find on map >>   Show street view

Structure Number: 3797,  Location: BIG BEAVER BOROUGH (Lat: 40.795000,  Lng: -80.361667),  Route carried "under" structure: State highway 551,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 4,560 (year 2020),  Truck Traffic: 11%,  Features Intersected: SR 0551,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 2.620,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.6m (166.0ft)

Find on map >>   Show street view

Structure Number: 3798,  Location: BIG BEAVER BOROUGH (Lat: 40.801844,  Lng: -80.361564),  Route carried "under" structure: State highway 376,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 353 (year 1995),  Truck Traffic: 10%,  Features Intersected: PA TURNPIKE BV-109,  Facility Carried by Structure: FRIENDSHIP ROAD
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 51.8m (169.9ft)

Find on map >>   Show street view

Structure Number: 3799,  Location: BIG BEAVER BOROUGH (Lat: 40.820617,  Lng: -80.371392),  Route carried "under" structure: State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 703 (year 2022),  Truck Traffic: 1%,  Features Intersected: SR 4001, NFS RR,  Facility Carried by Structure: PA TPK ( I-376)
Minimum Vertical Clearance: 13.00m (42.65ft),  Kilometerpoint: 2.985,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 38,  Location: BIG BEAVER BOROUGH (Lat: 40.820750,  Lng: -80.371419),  Route carried "under" structure: State highway ,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 703 (year 2022),  Truck Traffic: 1%,  Features Intersected: SR4001, NORFOLK,  Facility Carried by Structure: PA TPK (I-376)
Minimum Vertical Clearance: 13.05m (42.81ft),  Kilometerpoint: 2.985,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

Find on map >>   Show street view

Structure Number: 3801,  Location: BIG BEAVER BOROUGH (Lat: 40.830708,  Lng: -80.370528),  Route carried "under" structure: State highway 60,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 11,816 (year 2008),  Truck Traffic: 13%,  Features Intersected: PA TPK (I-376),  Facility Carried by Structure: T-667, FOXWOOD DR.
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 35.4m (116.1ft)

Find on map >>   Show street view

Structure Number: 3802,  Location: BIG BEAVER BOROUGH (Lat: 40.838053,  Lng: -80.369325),  Route carried "under" structure: State highway 60,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 11,816 (year 2008),  Truck Traffic: 13%,  Features Intersected: PA TPK (I-376),  Facility Carried by Structure: RAMP KM
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

Find on map >>   Show street view

Structure Number: 3803,  Location: N. of TPK 76 & 376 Intr (Lat: 40.842794,  Lng: -80.368489),  Route carried "under" structure: State highway 60,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 353 (year 1995),  Truck Traffic: 10%,  Features Intersected: PA TURNPIKE (376 EB-WB),  Facility Carried by Structure: SR 0351
Minimum Vertical Clearance: 4.95m (16.24ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

Find on map >>   Show street view

Structure Number: 3808,  Location: NEAR NEW GALILEE (Lat: 40.851903,  Lng: -80.395922),  Route carried "under" structure: Interstate 76,  Year Built: 2009,  Structure Length: 0. m,  Average Daily Traffic: 21,767 (year 2004),  Truck Traffic: 21%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-689
Minimum Vertical Clearance: 5.22m (17.13ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 19.8m (65.0ft)

Find on map >>   Show street view

Structure Number: 381,  Location: SR 351 OVER PTC (Lat: 40.841867,  Lng: -80.386894),  Route carried "under" structure: Interstate 76,  Year Built: 2006,  Structure Length: 0. m,  Average Daily Traffic: 19,297 (year 2001),  Truck Traffic: 29%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 0351
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 27.4m (89.9ft)

Find on map >>   Show street view

Structure Number: 3811,  Location: BIG BEAVER BOROUGH (Lat: 40.837519,  Lng: -80.379100),  Route carried "under" structure: Interstate 76,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 10,688 (year 2008),  Truck Traffic: 24%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: PA TPK RAMP O
Minimum Vertical Clearance: 6.06m (19.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 55.8m (183.1ft)

Find on map >>   Show street view

Structure Number: 3812,  Location: BIG BEAVER BOROUGH (Lat: 40.834194,  Lng: -80.369903),  Route carried "under" structure: Interstate 76,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,767 (year 2004),  Truck Traffic: 21%,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 9.86m (32.35ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 39.3m (128.9ft)

Find on map >>   Show street view

Structure Number: 3813,  Location: BIG BEAVER BORO (Lat: 40.834219,  Lng: -80.369717),  Route carried "under" structure: Interstate 76,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 21,767 (year 2004),  Truck Traffic: 21%,  Features Intersected: PA TPK (I-76)
Minimum Vertical Clearance: 8.84m (29.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

Find on map >>   Show street view

Structure Number: 3814,  Location: WEST OF BEAVER VAL INTG (Lat: 40.833978,  Lng: -80.367617),  Route carried "under" structure: Interstate 76,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 21,767 (year 2004),  Truck Traffic: 21%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 4001, LR 04099
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

Find on map >>   Show street view

Structure Number: 3815,  Location: WEST OF BEAVER VAL INTG (Lat: 40.835000,  Lng: -80.336667),  Route carried "under" structure: City street ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2014),  Truck Traffic: 10%,  Features Intersected: T-655,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 7.9m (25.9ft)

Find on map >>   Show street view

Structure Number: 3819,  Location: BEAVER VALLEY INTERCHANGE (Lat: 40.814044,  Lng: -80.325025),  Route carried "under" structure: State highway 18,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 5,241 (year 2021),  Truck Traffic: 6%,  Features Intersected: SR18,LR77,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 3.97m (13.02ft),  Kilometerpoint: 48.126,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 23.2m (76.1ft)

Find on map >>   Show street view

Structure Number: 3819,  Location: BEAVER VALLEY INTERCHANGE (Lat: 40.814044,  Lng: -80.325025),  Route carried "under" structure: State highway 18,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 5,476 (year 2021),  Truck Traffic: 7%,  Features Intersected: SR18,LR77,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 3.97m (13.02ft),  Kilometerpoint: 48.094,  Lanes on structure: 6,  Lanes under structure: 4,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 23.2m (76.1ft)

Find on map >>   Show street view

Structure Number: 382,  Location: BEAVER VALLEY INTERCHANGE (Lat: 40.813839,  Lng: -80.324606),  Route carried "under" structure: Ramp Interstate 76,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,719 (year 1995),  Truck Traffic: 16%,  Features Intersected: PA TPK RAMP A
Minimum Vertical Clearance: 4.58m (15.03ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Concrete,  Design/Construction: Frame,  Length of Maximum Span: 11.6m (38.1ft)

Find on map >>   Show street view

Structure Number: 3821,  Location: EAST OF BEAVER VAL INTG (Lat: 40.811667,  Lng: -80.318333),  Route carried "under" structure: State highway ,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 1,254 (year 2022),  Truck Traffic: 4%,  Features Intersected: SR 1001,BEAVER RIV, RR,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 10.48m (34.38ft),  Kilometerpoint: 3.920,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Truss - Deck,  Length of Maximum Span: 125.0m (410.1ft)

Find on map >>   Show street view

Structure Number: 3822,  Location: EAST OF BEAVER VAL INTG (Lat: 40.798189,  Lng: -80.290447),  Route carried "under" structure: Interstate 76,  Year Built: 1952,  Structure Length: 0. m,  Average Daily Traffic: 22,663 (year 2001),  Truck Traffic: 28%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: LR 482, SR 0065
Minimum Vertical Clearance: 7.21m (23.65ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 5,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)