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

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Structure Number: 6,  Location: SHARPSBURG,NB O/RAVINE ST (Lat: 40.495000,  Lng: -79.933333),  Route carried "on" structure: State highway 28,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 21,041 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,739 (year 2032),  Design Load: HS 20,  Features Intersected: SR 1007-RAVINE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.770,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.1m (43.0ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Satisfactory,  Operating Rating: 91.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.48m (14.70ft),  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

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Structure Number: 603,  Location: NEAR SR 8 INTERCHANGE (Lat: 40.495000,  Lng: -79.933333),  Route carried "on" structure: State highway 28,  Year Built: 1963,  Year Reconstructed: 2000,  Status: Open,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 22,141 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,085 (year 2032),  Design Load: HS 20,  Features Intersected: SR 1007-RAVINE ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.731,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.1m (52.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 62.6 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: Meets minimum limits,  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

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Structure Number: 605,  Location: 3/4 MI.WEST OF HIGH.PARK (Lat: 40.497444,  Lng: -79.926461),  Route carried "on" structure: State highway 28,  Year Built: 1963,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 21,041 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,739 (year 2032),  Design Load: HS 20,  Features Intersected: KITTANNING PIKE,CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.744,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 29.3m (96.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.2m (40.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  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: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.91m (52.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 11,  Total Project Cost: $1,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 607,  Location: RT 28 SB OVER KITTANNING (Lat: 40.497639,  Lng: -79.926464),  Route carried "on" structure: State highway 28,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 22,141 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,085 (year 2032),  Design Load: HS 25,  Features Intersected: KITTANNING PIKE,SEITZ RU
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.724,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 29.9m (98.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 17.37m (56.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 11,  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: 61,  Location: N.B. @ SCOUT RESERVATION (Lat: 40.495750,  Lng: -79.912206),  Route carried "on" structure: State highway 28,  Year Built: 1963,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 21,041 (year 2011),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,739 (year 2032),  Design Load: HS 20,  Features Intersected: SCOUT RESERVATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.566,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.2m (49.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 15.2m (49.9ft),  Out-to-Out Width: 16.5m (54.1ft)

Condition: Deck: Excellent,  Superstructure: Good,  Substructure: Satisfactory,  Inventory Rating: 55.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 612,  Location: SHARPSBURG O/SCOUT RES.RD (Lat: 40.496667,  Lng: -79.911667),  Route carried "on" structure: State highway 28,  Year Built: 1963,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 22,141 (year 2011),  Truck Traffic: 8%,  Average Future Daily Traffic: 27,085 (year 2032),  Design Load: HS 20,  Features Intersected: SCOUT RESERVATION ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.469,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 15.5m (50.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 11.9m (39.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 67.1 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: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 10,  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: 2848,  Location: 28 N.B. RP. TO HIGH.PK.BR (Lat: 40.493333,  Lng: -79.908333),  Route carried "on" structure: Ramp State highway ,  Year Built: 1960,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 25.05m (82.19ft),  Average Daily Traffic: 11,151 (year 2011),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,641 (year 2032),  Design Load: HS 20,  Features Intersected: 70 PAR. RAMP C S.B.,  Facility Carried by Structure: RAMP A RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 9 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 12,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: June 10,  Critical Feature Inspection Date: June 2002,  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: 6,  Location: SHARPSBURG,NB O/RAVINE ST (Lat: 40.495000,  Lng: -79.933333),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 3.69m (12.11ft),  Average Daily Traffic: 1,063 (year 2012),  Truck Traffic: 5%,  Features Intersected: SR 1007-RAVINE ST.,  Facility Carried by Structure: SR 0028 SH
Minimum Vertical Clearance: 6.93m (22.74ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 13.1m (43.0ft)

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Structure Number: 603,  Location: NEAR SR 8 INTERCHANGE (Lat: 40.495000,  Lng: -79.933333),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 4.75m (15.58ft),  Average Daily Traffic: 1,063 (year 2012),  Truck Traffic: 5%,  Features Intersected: SR 1007-RAVINE ST.,  Facility Carried by Structure: SR 0028 SH
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 605,  Location: 3/4 MI.WEST OF HIGH.PARK (Lat: 40.497444,  Lng: -79.926461),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 15.91m (52.20ft),  Average Daily Traffic: 5,445 (year 2012),  Truck Traffic: 5%,  Features Intersected: KITTANNING PIKE,CREEK,  Facility Carried by Structure: SR 28 NB
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.3m (96.1ft)

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Structure Number: 607,  Location: RT 28 SB OVER KITTANNING (Lat: 40.497639,  Lng: -79.926464),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 17.37m (56.99ft),  Average Daily Traffic: 5,445 (year 2012),  Truck Traffic: 5%,  Features Intersected: KITTANNING PIKE,SEITZ RU,  Facility Carried by Structure: NR 28 SB
Minimum Vertical Clearance: 15.24m (50.00ft),  Kilometerpoint: 0.692,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.9m (98.1ft)

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Structure Number: 61,  Location: N.B. @ SCOUT RESERVATION (Lat: 40.495750,  Lng: -79.912206),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 100 (year 1996),  Truck Traffic: 5%,  Features Intersected: SCOUT RESERVATION ROAD,  Facility Carried by Structure: SR 0028 SH
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 612,  Location: SHARPSBURG O/SCOUT RES.RD (Lat: 40.496667,  Lng: -79.911667),  Route carried "under" structure: City street ,  Year Built: 1963,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 70 (year 2005),  Truck Traffic: 1%,  Features Intersected: SCOUT RESERVATION ROAD,  Facility Carried by Structure: 00 0028 S.B.
Minimum Vertical Clearance: 12.19m (39.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 15.5m (50.9ft)

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Structure Number: 2848,  Location: 28 N.B. RP. TO HIGH.PK.BR (Lat: 40.493333,  Lng: -79.908333),  Route carried "under" structure: Ramp State highway ,  Year Built: 1960,  Structure Length: 25.05m (82.19ft),  Average Daily Traffic: 11,002 (year 2011),  Truck Traffic: 4%,  Features Intersected: 70 PAR. RAMP C S.B.,  Facility Carried by Structure: RAMP A RD
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)