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

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Structure Number: 40018072,  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: 12,059 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 15,000 (year 2022),  Design Load: H 15,  Features Intersected: CREEK,  Facility Carried by Structure: FOURTH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 46.415,  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,  Inspection Date: July 2006,  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4035100303172,  Location: 500' N.W. OF TWP. RD.703 (Lat: 40.845667,  Lng: -80.412542),  Route carried "on" structure: State highway 351,  Year Built: 1929,  Status: Temporarily open,  Structure Length: 2.96m (9.71ft),  Average Daily Traffic: 1,120 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,250 (year 2020),  Design Load: H 15,  Features Intersected: N.FORK L.BEAVER CREEK,  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: 7.9m (25.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 7.8m (25.6ft)

Condition: Deck: Serious,  Superstructure: Serious,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 32.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 19.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.96m (9.71ft),  Designated Inspection Frequency: Every 6 months,  Other Special Inspection Frequency: Every 6 months,  Inspection Date: November 2007,  Other Special Inspection Date: May 2005,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $191,000,  Total Project Cost: $876,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4035100800455,  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: 2,310 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,400 (year 2020),  Design Load: HS 20,  Features Intersected: JORDAN RUN,  Facility Carried by Structure: FAIRLANE BL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.441,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  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: 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: May 2007

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Structure Number: 4035101002435,  Location: BIG BEAVER BOROUGH (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: 2,384 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,197 (year 2028),  Design Load: H 15,  Features Intersected: PA TPK(PA 60);BV-115nbsb
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.687,  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: 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,  Critical Feature Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: March 2008,  Critical Feature Inspection Date: March 2008,  Other Special Inspection Date: March 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4400600100052,  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: 799 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,300 (year 2020),  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,  Structural Evaluation: High priority of corrective action,  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,  Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4706099003067,  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%,  Design Load: H 15,  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: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: 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 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4706099003068,  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%,  Design Load: H 15,  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: 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 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4706099003245,  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%,  Design Load: H 15,  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: Very 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 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4706099003246,  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%,  Design Load: H 15,  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: 74.4 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 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4706099003469,  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%,  Design Load: H 15,  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,  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 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  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

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Structure Number: 470609900347,  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%,  Design Load: H 15,  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,  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 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  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

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Structure Number: 4706099003548,  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%,  Design Load: H 15,  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 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4706099003549,  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%,  Design Load: H 15,  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: Good,  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: 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 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4707699000811,  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),  Average Future Daily Traffic: 240 (year 2010),  Design Load: H 15,  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: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  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: Equal to 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: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006,  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

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Structure Number: 4707699000896,  Location: SR 351 OVER PTC (Lat: 40.841667,  Lng: -80.386667),  Route carried "on" structure: State highway 351,  Year Built: 1952,  Year Reconstructed: 1997,  Status: Open,  Structure Length: 4.15m (13.62ft),  Average Daily Traffic: 2,310 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,280 (year 2006),  Design Load: H 15,  Features Intersected: PA TURNPIKE(I-76);WB-202
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.441,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 1 degrees,  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: 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: 64.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Inspection Date: November 2007,  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

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Structure Number: 4707699000947,  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),  Design Load: H 15,  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 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4707699001,  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%,  Design Load: H 15,  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: Very good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4707699001001,  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%,  Design Load: H 15,  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: 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4707699001013,  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: 593 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 240 (year 2012),  Design Load: H 15,  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,  Inspection Date: April 2008,  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

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Structure Number: 4707699001202,  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: 20,422 (year 2012),  Design Load: H 15,  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: Equal to 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 2008,  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

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Structure Number: 4707699001258,  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: 500 (year 1992),  Average Future Daily Traffic: 600 (year 2012),  Design Load: H 15,  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: Fair,  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: Somewhat better than minimum adequacy,  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 2008,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $45,000,  Total Project Cost: $205,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 4707699001283,  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: 20,400 (year 2012),  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: Very good,  Superstructure: Satisfactory,  Substructure: Good,  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 2008,  Bridge Improvement Cost: $110,000,  Roadway Improvement Cost: $323,000,  Total Project Cost: $1,480,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4707699001286,  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: 20,400 (year 2010),  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,  Structural Evaluation: High priority of corrective action,  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 2008,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $137,000,  Total Project Cost: $630,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 4707699001321,  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: 24,000 (year 2011),  Design Load: H 15,  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,  Inspection Date: May 2007,  Bridge Improvement Cost: $603,000,  Roadway Improvement Cost: $1,775,000,  Total Project Cost: $8,137,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 4035101002435,  Location: BIG BEAVER BOROUGH (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)

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Structure Number: 4035101002435,  Location: BIG BEAVER BOROUGH (Lat: 40.843333,  Lng: -80.370000),  Route carried "under" structure: _,  Year Built: 1992,  Structure Length: 7.62m (25.00ft),  Features Intersected: PA TPK(PA 60);BV-115nbsb,  Facility Carried by Structure: SR 0351
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 4706099003067,  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: 3,842 (year 2008),  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)

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Structure Number: 4706099003068,  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: 3,842 (year 2008),  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)

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Structure Number: 4706099003245,  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: 593 (year 2008),  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)

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Structure Number: 4706099003246,  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: 593 (year 2008),  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)

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Structure Number: 4706099003548,  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)

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Structure Number: 4706099003549,  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)

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Structure Number: 4707699000811,  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)

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Structure Number: 4707699000896,  Location: SR 351 OVER PTC (Lat: 40.841667,  Lng: -80.386667),  Route carried "under" structure: Interstate 76,  Year Built: 1952,  Structure Length: 4.15m (13.62ft),  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: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4707699000896,  Location: SR 351 OVER PTC (Lat: 40.841667,  Lng: -80.386667),  Route carried "under" structure: _,  Year Built: 1952,  Structure Length: 4.15m (13.62ft),  Features Intersected: PA TURNPIKE(I-76);WB-202,  Facility Carried by Structure: SR 0351
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 4707699000947,  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: 21,767 (year 2004),  Truck Traffic: 21%,  Features Intersected: PA TURNPIKE(I-76);BV-114,  Facility Carried by Structure: PA TPK(PA-60)RP O
Minimum Vertical Clearance: 7.01m (23.00ft),  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)

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Structure Number: 4707699001,  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: 10.19m (33.43ft),  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)

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Structure Number: 4707699001001,  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: 9.22m (30.25ft),  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)

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Structure Number: 4707699001013,  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)

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Structure Number: 4707699001202,  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)

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Structure Number: 4707699001258,  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: 21,390 (year 2001),  Truck Traffic: 28%,  Features Intersected: PA TURNPIKE(I-76);WB-206,  Facility Carried by Structure: TWP-680
Minimum Vertical Clearance: 11.66m (38.25ft),  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)

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Structure Number: 4707699001283,  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: 6,001 (year 2008),  Truck Traffic: 9%,  Features Intersected: SR18,LR77;WB-209,  Facility Carried by Structure: PA TURNPIKE (I-76)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 47.521,  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)

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Structure Number: 4707699001283,  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: 6,058 (year 2008),  Truck Traffic: 9%,  Features Intersected: SR18,LR77;WB-209,  Facility Carried by Structure: PA TURNPIKE (I-76)
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 47.534,  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)

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Structure Number: 4707699001286,  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)

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Structure Number: 4707699001321,  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: 1,248 (year 2008),  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)