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

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Structure Number: 62007004001415,  Location: BELLE VERNON BRIDGE (Lat: 40.124750,  Lng: -79.879919),  Route carried "on" structure: Interstate 70,  Year Built: 1951,  Year Reconstructed: 1993,  Status: Open,  Structure Length: 62.97m (206.59ft),  Average Daily Traffic: 35,216 (year 2008),  Truck Traffic: 24%,  Average Future Daily Traffic: 55,881 (year 2009),  Design Load: H 15,  Features Intersected: 0088, 0906, 2 R/R & MON.
Minimum Vertical Clearance: 6.22m (20.41ft),  Kilometerpoint: 64.424,  Lanes on structure: 4,  Lanes under structure: 18,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 22.9m (75.1ft),  Skew: 30 degrees,  Navigation Control: Yes ( Vertical Clearance: 19.5m (64.0ft), Horizontal Clearance: 130.5m (428.1ft)),  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 9,  Length of Maximum Span: 137.2m (450.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.4m (57.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 63.06m (206.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2007,  Bridge Improvement Cost: $1,803,000,  Roadway Improvement Cost: $5,311,000,  Total Project Cost: $24,345,000 ( Estimate for 2010),  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: 62202700701005,  Location: SPEERS BOROUGH (Lat: 40.119333,  Lng: -79.884944),  Route carried "on" structure: State highway ,  Year Built: 1958,  Status: Open,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 4,296 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 13,210 (year 2013),  Design Load: H 15,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 2027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.016,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Inventory Rating: 49.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.40m (17.72ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2007,  Other Special Inspection Date: May 2007,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $458,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 62202701001058,  Location: SPEERS BOROUGH (Lat: 40.130889,  Lng: -79.896511),  Route carried "on" structure: State highway ,  Year Built: 1967,  Status: Open,  Structure Length: 1.40m (4.59ft),  Average Daily Traffic: 4,296 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,700 (year 2027),  Design Load: H 15,  Features Intersected: MAPLE CREEK,  Facility Carried by Structure: SR 2027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.165,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.4m (44.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Good,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $238,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 62742700003001,  Location: 800' NORTH OF SR 2027 (Lat: 40.121667,  Lng: -79.883333),  Route carried "on" structure: City street R0T,  Year Built: 1977,  Status: Open,  Structure Length: 4.69m (15.39ft),  Average Daily Traffic: 350 (year 2002),  Truck Traffic: 4%,  Average Future Daily Traffic: 500 (year 2010),  Design Load: H 15,  Features Intersected: WHEELING/LAKE ERIE RR,  Facility Carried by Structure: ARENTZEN BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 19.5m (64.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Satisfactory,  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 minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 62742700004001,  Location: WEBSTER RD. AT FLOUR MILL (Lat: 40.130444,  Lng: -79.896139),  Route carried "on" structure: City street ,  Year Built: 2002,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 50 (year 2001),  Truck Traffic: 3%,  Features Intersected: MAPLE CREEK,  Facility Carried by Structure: WEBSTER AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 15.2m (49.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.6m (18.4ft),  Out-to-Out Width: 6.3m (20.7ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 62007004001415,  Location: BELLE VERNON BRIDGE (Lat: 40.124750,  Lng: -79.879919),  Route carried "under" structure: State highway 906,  Year Built: 1951,  Structure Length: 62.97m (206.59ft),  Average Daily Traffic: 6,143 (year 2008),  Truck Traffic: 4%,  Features Intersected: 0088, 0906, 2 R/R & MON.,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 137.2m (450.1ft)

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Structure Number: 62007004001415,  Location: BELLE VERNON BRIDGE (Lat: 40.124750,  Lng: -79.879919),  Route carried "under" structure: State highway 88,  Year Built: 1951,  Structure Length: 62.97m (206.59ft),  Average Daily Traffic: 7,467 (year 2007),  Truck Traffic: 5%,  Features Intersected: 0088, 0906, 2 R/R & MON.,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 16.64m (54.59ft),  Kilometerpoint: 32.071,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 137.2m (450.1ft)

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Structure Number: 62007004001415,  Location: BELLE VERNON BRIDGE (Lat: 40.124750,  Lng: -79.879919),  Route carried "under" structure: State highway 906,  Year Built: 1951,  Structure Length: 62.97m (206.59ft),  Average Daily Traffic: 3,318 (year 2008),  Truck Traffic: 2%,  Features Intersected: 0088, 0906, 2 R/R & MON.,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.55m (14.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Truss - Thru,  Length of Maximum Span: 137.2m (450.1ft)

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Structure Number: 62202700701005,  Location: SPEERS BOROUGH (Lat: 40.119333,  Lng: -79.884944),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 17,587 (year 2008),  Truck Traffic: 24%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 2027
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 63.611,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)

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Structure Number: 62202700701005,  Location: SPEERS BOROUGH (Lat: 40.119333,  Lng: -79.884944),  Route carried "under" structure: Interstate 70,  Year Built: 1958,  Structure Length: 4.45m (14.60ft),  Average Daily Traffic: 17,629 (year 2008),  Truck Traffic: 23%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 2027
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 63.588,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 22.6m (74.1ft)