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

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Structure Number: 40018061,  Location: BF-NB N.B.O/BEAVER RIVER (Lat: 40.739889,  Lng: -80.317883),  Route carried "on" structure: State highway 18,  Year Built: 1986,  Status: Open,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 5,726 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 7,500 (year 2025),  Design Load: H 15,  Features Intersected: NORFOLKSOUTHRR,BEAV RIVE,  Facility Carried by Structure: BEAV.FLS.-N.BRIGHT
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.369,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 9 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  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: 9.8m (32.2ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 40.54m (133.01ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $54,000,  Roadway Improvement Cost: $159,000,  Total Project Cost: $729,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 400180611,  Location: B.FALLS-N.BRIGHTON SB (Lat: 40.739917,  Lng: -80.318214),  Route carried "on" structure: State highway 18,  Year Built: 1987,  Status: Open,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 5,293 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 16,500 (year 2025),  Design Load: H 15,  Features Intersected: NORFLKSOUTHRR,BEAVER RIV,  Facility Carried by Structure: FIFTH AV
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 39.377,  Lanes on structure: 2,  Lanes under structure: 8,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Number Of Approach Spans: 5,  Length of Maximum Span: 41.1m (134.8ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Inventory Rating: 15.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 39.93m (131.00ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Bridge Improvement Cost: $46,000,  Roadway Improvement Cost: $145,000,  Total Project Cost: $624,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40018071,  Location: @ INTER. WITH SR 0551 (Lat: 40.788444,  Lng: -80.333406),  Route carried "on" structure: State highway 18,  Year Built: 1951,  Year Reconstructed: 1981,  Status: Open,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 12,059 (year 2008),  Truck Traffic: 9%,  Average Future Daily Traffic: 22,900 (year 2025),  Design Load: H 15,  Features Intersected: SERVICE ROAD,WALLACE RUN,  Facility Carried by Structure: THIRTY SECOND ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.409,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.0m (59.1ft),  Skew: 20 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 24.1m (79.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.1m (3.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Underwater Inspection Date: May 2003,  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: 4058800800095,  Location: EASTVALE-BEAVER FALLS BR (Lat: 40.766028,  Lng: -80.319061),  Route carried "on" structure: State highway 588,  Year Built: 1961,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 25.60m (83.99ft),  Average Daily Traffic: 6,204 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,070 (year 2022),  Design Load: H 15,  Features Intersected: BEAVER R,CSX RR, N-S RR,  Facility Carried by Structure: EASTVALE BR
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 5.037,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.9m (62.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 109.7m (359.9ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 17.3m (56.8ft),  Out-to-Out Width: 19.7m (64.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 25.60m (83.99ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: April 2007,  Underwater Inspection Date: November 2007,  Bridge Improvement Cost: $159,000,  Roadway Improvement Cost: $467,000,  Total Project Cost: $2,142,000,  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: 4730100001002,  Location: 301002 25TH ST BRIDGE (Lat: 40.765000,  Lng: -80.323333),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 200 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 200 (year 2024),  Design Load: H 20,  Features Intersected: WALNUT BOTTOM RUN,  Facility Carried by Structure: TWENTYFIFTH ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Structural Evaluation: High priority of corrective action,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40018061,  Location: BF-NB N.B.O/BEAVER RIVER (Lat: 40.739889,  Lng: -80.317883),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 50 (year 2005),  Truck Traffic: 1%,  Features Intersected: NORFOLKSOUTHRR,BEAV RIVE,  Facility Carried by Structure: BEAV.FLS.-N.BRIGHT
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 40018061,  Location: BF-NB N.B.O/BEAVER RIVER (Lat: 40.739889,  Lng: -80.317883),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 1 (year 2005),  Truck Traffic: 1%,  Features Intersected: NORFOLKSOUTHRR,BEAV RIVE,  Facility Carried by Structure: BEAV.FLS.-N.BRIGHT
Minimum Vertical Clearance: 4.83m (15.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 400180611,  Location: B.FALLS-N.BRIGHTON SB (Lat: 40.739917,  Lng: -80.318214),  Route carried "under" structure: City street ,  Year Built: 1987,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 100 (year 1997),  Truck Traffic: 1%,  Features Intersected: NORFLKSOUTHRR,BEAVER RIV,  Facility Carried by Structure: FIFTH AV
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 400180611,  Location: B.FALLS-N.BRIGHTON SB (Lat: 40.739917,  Lng: -80.318214),  Route carried "under" structure: Other road ,  Year Built: 1987,  Structure Length: 39.93m (131.00ft),  Average Daily Traffic: 10 (year 1997),  Truck Traffic: 1%,  Features Intersected: NORFLKSOUTHRR,BEAVER RIV,  Facility Carried by Structure: FIFTH AV
Minimum Vertical Clearance: 5.59m (18.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.1m (134.8ft)

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Structure Number: 40018071,  Location: @ INTER. WITH SR 0551 (Lat: 40.788444,  Lng: -80.333406),  Route carried "under" structure: Other road ,  Year Built: 1951,  Structure Length: 16.61m (54.49ft),  Average Daily Traffic: 5 (year 2005),  Truck Traffic: 1%,  Features Intersected: SERVICE ROAD,WALLACE RUN,  Facility Carried by Structure: THIRTY SECOND ST
Minimum Vertical Clearance: 7.62m (25.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.1m (79.1ft)