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Bridge Statistics for Big Beaver, Pennsylvania (PA) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Big Beaver, PA, Pennsylvania, Pennsylvania forum, All US cities. National Bridge Inventory (NBI) Statistics
Number of bridges: 44
Total length: 325 meters (1,066ft) Total costs: $12,000 Total average daily traffic: 349,410 Total average daily truck traffic: 68,930 National Bridge Inventory (NBI) Registered Bridges for Big Beaver
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Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >> Show street view
Structure Number: 3455, Location: 3200' NORTH OF SR 0551 (Lat: 40.797361, Lng: -80.334953), Route carried "on" structure: State highway 18, Year Built: 1950, Year Reconstructed: 1995, Status: Open, Structure Length: 15.42m (50.59ft), Average Daily Traffic: 5,741 (year 2012), Truck Traffic: 6%, Average Future Daily Traffic: 13,112 (year 2032), Design Load: H 20, Features Intersected: CREEK, Facility Carried by Structure: FOURTH AV Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.365, 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: Good, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Inventory Rating: 66.2 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: 15.42m (50.59ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 10, Total Project Cost: $1,000, 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: 40.840111, Lng: -80.388100), Route carried "on" structure: State highway 351, Year Built: 1951, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 2,150 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 2,558 (year 2032), Design Load: HS 20, Features Intersected: JORDAN RUN, Facility Carried by Structure: FAIRLANE BL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.428, 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, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 11 Find on map >> Show street view
Structure Number: 3624, Location: 0.4 MI.W.OF INTER.W/TR 18 (Lat: 40.788194, Lng: -80.339361), Route carried "on" structure: State highway 551, Year Built: 1940, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 5,839 (year 2011), Truck Traffic: 7%, Average Future Daily Traffic: 6,947 (year 2032), Design Load: HS 20, Features Intersected: WALLACE RUN, Facility Carried by Structure: WALLACE RUN RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 4 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 5.5m (18.0ft) Condition: Channel: Fair, Culverts: Satisfactory, Operating Rating: 49.0 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 10 Find on map >> Show street view
Structure Number: 3738, Location: @INTER.W/SR 4001 (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: 743 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 884 (year 2032), Design Load: HS 20, Features Intersected: N & S RR, Facility Carried by Structure: SUMMIT CUT RD 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: 78.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 15.4 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: July 10, Critical Feature Inspection Date: July 2002, 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: State highway 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, Features Intersected: SR 0551; BV-106 NB 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: 77.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 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 24 months, Inspection Date: October 11, 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: State highway 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, Features Intersected: SR 0551; BV-106 SB 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: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 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 24 months, Inspection Date: October 11, 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: 40.820000, Lng: -80.371667), Route carried "on" structure: State highway 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, Features Intersected: SR4001,NORFOLK;BV-110 NB 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: Good, Channel: Excellent, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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 24 months, Inspection Date: October 11, 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: 40.820000, Lng: -80.373333), Route carried "on" structure: State highway 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, Features Intersected: SR4001,NORFOLK;BV-110 SB 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: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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 24 months, Inspection Date: October 11, 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: 40.843333, Lng: -80.370000), Route carried "on" structure: State highway 351, Year Built: 1992, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 1,546 (year 2012), Truck Traffic: 9%, Average Future Daily Traffic: 1,839 (year 2032), Design Load: HS 25, Features Intersected: PA TPK(PA 60);BV-115nbsb Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.672, 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: Very good, Substructure: Good, Inventory Rating: 54.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 10, 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: 40.850000, Lng: -80.368333), Route carried "on" structure: State highway 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, Features Intersected: TRIB JORDAN RUN;BV-116NB 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: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 60.0 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 24 months, Inspection Date: October 11, 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: 40.850000, Lng: -80.370000), Route carried "on" structure: State highway 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, Features Intersected: TRIB JORDAN RUN;BV-116SB 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: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Excellent, Operating Rating: 90.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 61.0 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 24 months, Inspection Date: October 11, 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: 3806, Location: BIG BEAVER BOROUGH (Lat: 40.865000, Lng: -80.371667), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 4.08m (13.39ft), Average Daily Traffic: 183 (year 1995), Truck Traffic: 10%, Average Future Daily Traffic: 12,000 (year 2114), Design Load: HS 25, Features Intersected: T-303; BV-118 SB 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: 14 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 39.0m (128.0ft), 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, Inventory Rating: 57.2 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, 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: 3807, Location: BIG BEAVER BOROUGH (Lat: 40.865000, Lng: -80.370000), Route carried "on" structure: State highway 60, Year Built: 1992, Status: Open, Structure Length: 3.35m (10.99ft), Average Daily Traffic: 171 (year 1995), Truck Traffic: 9%, Average Future Daily Traffic: 260 (year 2030), Design Load: HS 25, Features Intersected: T-303; BV-118 NB 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: 13 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 31.7m (104.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Operating Rating: 87.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.7 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, 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: 3808, Location: NEAR NEW GALILEE (Lat: 40.851667, Lng: -80.396667), Route carried "on" structure: City street T689, Year Built: 1952, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 200 (year 1990), Truck Traffic: 7%, Average Future Daily Traffic: 323 (year 2030), Design Load: HS 20, Features Intersected: PA TURNPIKE(I-76);WB-200, Facility Carried by Structure: T-689 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: 5.5m (18.0ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 25.0m (82.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.9m (25.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 68.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 3.40m (11.15ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 381, Location: SR 351 OVER PTC (Lat: 40.841667, Lng: -80.386667), Route carried "on" structure: State highway 351, Year Built: 2006, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 2,150 (year 2012), Truck Traffic: 7%, Average Future Daily Traffic: 2,665 (year 2030), Design Load: HS 25, Features Intersected: PA TURNPIKE(I-76);WB-202 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.428, Lanes on structure: 2, Lanes under structure: 4, Owner: State Toll Authority, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 99, 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: 10.2m (33.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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, Length Of Structure Improvement: 5.00m (16.40ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: November 11, Total Project Cost: $1,000, 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: 40.838333, Lng: -80.381667), Route carried "on" structure: Ramp State highway 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, Features Intersected: PA TURNPIKE(I-76);BV-114, Facility Carried by Structure: PA TPK(PA-60)RP 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 83.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: September 11, 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: 40.835000, Lng: -80.371667), 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, Features Intersected: PA TPK(I-76);BV-112 SB 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: Good, Operating Rating: 99.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 63.0 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 24 months, Inspection Date: October 11, 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: 40.835000, Lng: -80.370000), 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: HS 25, Features Intersected: PA TPK.I-76;BV-112 NB 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: 79.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 11, 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: 40.833861, Lng: -80.367694), Route carried "on" structure: State highway , Year Built: 1952, Year Reconstructed: 1984, Status: Open, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 601 (year 2012), Truck Traffic: 5%, Average Future Daily Traffic: 745 (year 2030), Design Load: HS 20, Features Intersected: PA TURNPIKE(I-76);WB-203, Facility Carried by Structure: LR 04099,SR 4001 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, Number Of Approach Spans: 99, 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: Fair, Substructure: Fair, Operating Rating: 63.5 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: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present minimum 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 10, 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 25, Features Intersected: T-655;WB-205 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: 61.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 1.70m (5.58ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Latex Concrete Find on map >> Show street view
Structure Number: 3816, Location: JUNCTION T-680&SR4006 (Lat: 40.816667, Lng: -80.330000), Route carried "on" structure: City street , Year Built: 1952, Status: Open, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 1,000 (year 2008), Truck Traffic: 8%, Average Future Daily Traffic: 1,380 (year 2030), Design Load: HS 20, Features Intersected: PA TURNPIKE(I-76);WB-206, Facility Carried by Structure: TWP-680 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), Skew: 1 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: 26.8m (87.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 7.0m (23.0ft), Out-to-Out Width: 9.7m (31.8ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Satisfactory, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Approach Roadway Alignment: Somewhat better than minimum adequacy, Length Of Structure Improvement: 4.90m (16.08ft), Designated Inspection Frequency: Every 24 months, Inspection Date: April 10, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >> Show street view
Structure Number: 3819, Location: BEAVER VALLEY INTERCHANGE (Lat: 40.813333, Lng: -80.323333), 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;WB-209 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: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 46.3 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 9.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: High priority of corrective action, 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 10, Total Project Cost: $1,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 382, Location: BEAVER VALLEY INTERCHANGE (Lat: 40.813333, Lng: -80.325000), 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:WB-210 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: Good, Superstructure: Good, Substructure: Good, Inventory Rating: 81.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, 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 10, Total Project Cost: $1,000, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >> Show street view
Structure Number: 3821, Location: EAST OF BEAVER VAL INTG (Lat: 40.811667, Lng: -80.318333), Route carried "on" structure: Interstate 76, Year Built: 1952, Year Reconstructed: 1988, Status: Open, Structure Length: 47.12m (154.59ft), Average Daily Traffic: 22,663 (year 2001), Truck Traffic: 28%, Average Future Daily Traffic: 32,679 (year 2030), Design Load: HS 20, Features Intersected: SR 1001,BEAVER RIV, RR* 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: 23.2m (76.1ft), Skew: 30 degrees, Material/Design: Steel, Design/Construction: Truss - Deck, Number Of Spans In Main Unit: 5, Number Of Approach Spans: 2, Length of Maximum Span: 125.0m (410.1ft), 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: 18.6m (61.0ft) Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Very good, Operating Rating: 51.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 47.10m (154.53ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 48 months, Inspection Date: May 11, Underwater Inspection Date: June 1999, Bridge Improvement Cost: $1,000, Roadway Improvement Cost: $2,000, Total Project Cost: $8,000, 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: 46834, Location: 500' NW OF TWP RD 703 (Lat: 40.845556, Lng: -80.412500), Route carried "on" structure: State highway 351, Year Built: 2011, Status: Open, Structure Length: 3.16m (10.37ft), Average Daily Traffic: 1,120 (year 2009), Truck Traffic: 8%, Average Future Daily Traffic: 2,658 (year 2032), Features Intersected: N FORK LITTLE BEAVER CR, Facility Carried by Structure: ECHO VALLEY RD Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 1.260, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), 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: 7.0m (23.0ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 63.5 metric tons, Inventory Rating: 32.7 metric tons, Structural Evaluation: Equal to present desirable criteria, Deck Geometry: High priority of corrective action, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 11, 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: 3796, Location: BIG BEAVER BOROUGH (Lat: 40.795000, Lng: -80.360000), Route carried "under" structure: State highway 551, Year Built: 1992, Structure Length: 10.18m (33.40ft), Average Daily Traffic: 3,630 (year 2011), Truck Traffic: 13%, Features Intersected: SR 0551; BV-106 NB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 7.24m (23.75ft), Kilometerpoint: 2.602, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, 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: 10.12m (33.20ft), Average Daily Traffic: 3,630 (year 2011), Truck Traffic: 13%, Features Intersected: SR 0551; BV-106 SB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 6.96m (22.83ft), Kilometerpoint: 2.602, Lanes on structure: 2, Lanes under structure: 3, Toll: On toll road, 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: 3799, Location: BIG BEAVER BOROUGH (Lat: 40.820000, Lng: -80.371667), Route carried "under" structure: State highway , Year Built: 1992, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 601 (year 2012), Truck Traffic: 5%, Features Intersected: SR4001,NORFOLK;BV-110 NB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 1.28m (4.20ft), Kilometerpoint: 2.985, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, 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: 40.820000, Lng: -80.373333), Route carried "under" structure: State highway , Year Built: 1992, Structure Length: 8.84m (29.00ft), Average Daily Traffic: 601 (year 2012), Truck Traffic: 5%, Features Intersected: SR4001,NORFOLK;BV-110 SB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 13.26m (43.50ft), Kilometerpoint: 2.985, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, 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: 3803, Location: N. of TPK 76 & 376 Intr (Lat: 40.843333, Lng: -80.370000), Route carried "under" structure: State highway 60, Year Built: 1992, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 353 (year 1995), Truck Traffic: 10%, Features Intersected: PA TPK(PA 60);BV-115nbsb, Facility Carried by Structure: SR 0351 Minimum Vertical Clearance: 5.94m (19.49ft), 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: 3806, Location: BIG BEAVER BOROUGH (Lat: 40.865000, Lng: -80.371667), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 4.08m (13.39ft), Features Intersected: T-303; BV-118 SB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.0m (128.0ft) Find on map >> Show street view
Structure Number: 3807, Location: BIG BEAVER BOROUGH (Lat: 40.865000, Lng: -80.370000), Route carried "under" structure: City street , Year Built: 1992, Structure Length: 3.35m (10.99ft), Features Intersected: T-303; BV-118 NB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 4.78m (15.68ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >> Show street view
Structure Number: 3808, Location: NEAR NEW GALILEE (Lat: 40.851667, Lng: -80.396667), Route carried "under" structure: Interstate 76, Year Built: 1952, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 21,767 (year 2004), Truck Traffic: 21%, Features Intersected: PA TURNPIKE(I-76);WB-200, Facility Carried by Structure: T-689 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 25.0m (82.0ft) Find on map >> Show street view
Structure Number: 381, Location: SR 351 OVER PTC (Lat: 40.841667, Lng: -80.386667), Route carried "under" structure: Interstate 76, Year Built: 2006, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 19,297 (year 2001), Truck Traffic: 29%, Features Intersected: PA TURNPIKE(I-76);WB-202, Facility Carried by Structure: SR 0351 Minimum Vertical Clearance: 5.16m (16.93ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, 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: 40.838333, Lng: -80.381667), Route carried "under" structure: Interstate 76, Year Built: 1992, Structure Length: 8.14m (26.71ft), Average Daily Traffic: 10,688 (year 2008), Truck Traffic: 24%, Features Intersected: PA TURNPIKE(I-76);BV-114, Facility Carried by Structure: PA TPK(PA-60)RP O Minimum Vertical Clearance: 0.63m (2.07ft), 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: 40.835000, Lng: -80.371667), Route carried "under" structure: Interstate 76, Year Built: 1992, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 21,767 (year 2004), Truck Traffic: 21%, Features Intersected: PA TPK(I-76);BV-112 SB, Facility Carried by Structure: PA TURNPIKE(PA-60) Minimum Vertical Clearance: 9.88m (32.41ft), 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: 40.835000, Lng: -80.370000), Route carried "under" structure: Interstate 76, Year Built: 1992, Structure Length: 6.71m (22.01ft), Average Daily Traffic: 21,767 (year 2004), Truck Traffic: 21%, Features Intersected: PA TPK.I-76;BV-112 NB, Facility Carried by Structure: PA TPK(I-60) 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: 40.833861, Lng: -80.367694), Route carried "under" structure: Interstate 76, Year Built: 1952, Structure Length: 4.02m (13.19ft), Average Daily Traffic: 21,767 (year 2004), Truck Traffic: 21%, Features Intersected: PA TURNPIKE(I-76);WB-203, Facility Carried by Structure: LR 04099,SR 4001 Minimum Vertical Clearance: 4.83m (15.85ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, 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: 0.85m (2.79ft), Average Daily Traffic: 200 (year 1992), Features Intersected: T-655;WB-205, Facility Carried by Structure: PA TURNPIKE (I-76) Minimum Vertical Clearance: 5.13m (16.83ft), 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: 3816, Location: JUNCTION T-680&SR4006 (Lat: 40.816667, Lng: -80.330000), Route carried "under" structure: Interstate 76, Year Built: 1952, Structure Length: 4.05m (13.29ft), Average Daily Traffic: 21,380 (year 2008), Truck Traffic: 24%, Features Intersected: PA TURNPIKE(I-76);WB-206, Facility Carried by Structure: TWP-680 Minimum Vertical Clearance: 11.51m (37.76ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.8m (87.9ft) Find on map >> Show street view
Structure Number: 3819, Location: BEAVER VALLEY INTERCHANGE (Lat: 40.813333, Lng: -80.323333), Route carried "under" structure: State highway 18, Year Built: 1952, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,741 (year 2012), Truck Traffic: 6%, Features Intersected: SR18,LR77;WB-209, Facility Carried by Structure: PA TURNPIKE (I-76) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 4.746, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, 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: 40.813333, Lng: -80.323333), Route carried "under" structure: State highway 18, Year Built: 1952, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 5,279 (year 2012), Truck Traffic: 6%, Features Intersected: SR18,LR77;WB-209, Facility Carried by Structure: PA TURNPIKE (I-76) Minimum Vertical Clearance: 4.72m (15.49ft), Kilometerpoint: 47.492, Lanes on structure: 6, Lanes under structure: 4, Toll: On toll road, 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: 40.813333, Lng: -80.325000), Route carried "under" structure: Ramp Interstate 76, Year Built: 1952, Structure Length: 1.37m (4.49ft), Average Daily Traffic: 1,719 (year 1995), Truck Traffic: 16%, Features Intersected: PA TPK RAMP A:WB-210 Minimum Vertical Clearance: 4.75m (15.58ft), 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: 47.12m (154.59ft), Average Daily Traffic: 978 (year 2012), Truck Traffic: 3%, Features Intersected: SR 1001,BEAVER RIV, RR*, Facility Carried by Structure: PTC I-76;WB-211 Minimum Vertical Clearance: 10.62m (34.84ft), Kilometerpoint: 3.916, Lanes on structure: 4, Lanes under structure: 2, Toll: On toll road, Material/Design: Steel, Design/Construction: Truss - Deck, Length of Maximum Span: 125.0m (410.1ft)
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