Bridge Statistics for Fairchance, Pennsylvania (PA)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 102ft / 31mTotal length
- $897,000Total costs
- 60,197Total average daily traffic
- 4,326Total average daily truck traffic
- 41,915Total future (year 2032) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Fairchance
- No street view available for this location
- New bridges - historical statistics
- 21900-1909
- 11920-1929
- 41930-1939
- 21960-1969
- 111990-1999
- 12000-2009
- Reconstructed bridges - Historical Statistics
- 11970-1979
- 11980-1989
- 01990-1999
- 22000-2009
- Bridge Condition - Deck
- 7.1%Very good
- 35.7%Good
- 35.7%Satisfactory
- 21.4%Fair
- Bridge Condition - Superstructure
- 28.6%Very good
- 21.4%Good
- 21.4%Satisfactory
- 21.4%Fair
- 7.1%Poor
- Bridge Condition - Substructure
- 35.7%Good
- 35.7%Satisfactory
- 28.6%Fair
- Bridge Condition - Channel
- 20.0%Good
- 50.0%Satisfactory
- 20.0%Fair
- 10.0%Poor
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Structure Number: 16591, Location: GEORGES TOWNSHIP (Lat: 39.840003, Lng: -79.756686), Route carried "on" structure: State highway 43, Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,776 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.923, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16591, Location: GEORGES TOWNSHIP (Lat: 39.840003, Lng: -79.756686), Route carried "on" structure: State highway 43, Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 8,215 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 5,776 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.923, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), 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: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, 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: 16591, Location: GEORGES TOWNSHIP (Lat: 39.840003, Lng: -79.756686), Route carried "under" structure: State highway , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 718 (year 2017), Truck Traffic: 7%, Features Intersected: SR 3015, Facility Carried by Structure: SR 0043
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.713, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 16591, Location: GEORGES TOWNSHIP (Lat: 39.840003, Lng: -79.756686), Route carried "under" structure: State highway , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 718 (year 2017), Truck Traffic: 7%, Features Intersected: SR 3015, Facility Carried by Structure: SR 0043
Minimum Vertical Clearance: 5.49m (18.01ft), Kilometerpoint: 0.713, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 16592, Location: GEORGES TOWNSHIP (Lat: 39.840167, Lng: -79.756872), Route carried "on" structure: State highway 43, Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 7,698 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 5,352 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.926, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16592, Location: GEORGES TOWNSHIP (Lat: 39.840167, Lng: -79.756872), Route carried "on" structure: State highway 43, Year Built: 1992, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 7,698 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 5,352 (year 2032), Design Load: HS 25 or greater, Features Intersected: SR 3015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.926, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 116.0m (380.6ft), Skew: 13 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 30.5m (100.1ft), 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: Good, Superstructure: Good, Substructure: Good, Operating Rating: 89.8 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: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.39m (1.28ft), Designated Inspection Frequency: Every 24 months, Inspection Date: December 2016, 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: 16592, Location: GEORGES TOWNSHIP (Lat: 39.840167, Lng: -79.756872), Route carried "under" structure: State highway , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 718 (year 2017), Truck Traffic: 7%, Features Intersected: SR 3015, Facility Carried by Structure: SR 0043
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.713, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
Structure Number: 16592, Location: GEORGES TOWNSHIP (Lat: 39.840167, Lng: -79.756872), Route carried "under" structure: State highway , Year Built: 1992, Structure Length: 0. m, Average Daily Traffic: 718 (year 2017), Truck Traffic: 7%, Features Intersected: SR 3015, Facility Carried by Structure: SR 0043
Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.713, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Length of Maximum Span: 30.5m (100.1ft)
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Structure Number: 16701, Location: GEORGES TOWNSHIP (Lat: 39.791069, Lng: -79.768472), Route carried "on" structure: State highway 857, Year Built: 1967, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,542 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 4,837 (year 2032), Design Load: H 20, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16701, Location: GEORGES TOWNSHIP (Lat: 39.791069, Lng: -79.768472), Route carried "on" structure: State highway 857, Year Built: 1967, Status: Open, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 3,542 (year 2017), Truck Traffic: 13%, Average Future Daily Traffic: 4,837 (year 2032), Design Load: H 20, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.883, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 101.0m (331.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), 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: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 94.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.4 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.19m (0.62ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16913, Location: GEORGES TOWNSHIP (Lat: 39.832925, Lng: -79.784350), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,329 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,550 (year 2032), Design Load: H 20, Features Intersected: YORK RUN, Facility Carried by Structure: SR 3012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 65.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16913, Location: GEORGES TOWNSHIP (Lat: 39.832925, Lng: -79.784350), Route carried "on" structure: State highway , Year Built: 1965, Status: Open, Structure Length: 1.46m (4.79ft), Average Daily Traffic: 2,329 (year 2017), Truck Traffic: 4%, Average Future Daily Traffic: 2,550 (year 2032), Design Load: H 20, Features Intersected: YORK RUN, Facility Carried by Structure: SR 3012
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.117, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 13.3m (43.6ft)
Condition: Deck: Fair, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Poor, Inventory Rating: 65.3 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, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.21m (0.69ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16934, Location: FAIRCHANCE BOROUGH (Lat: 39.821333, Lng: -79.762225), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 1988, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 2,817 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,169 (year 2032), Design Load: HS 25 or greater, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.164, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16934, Location: FAIRCHANCE BOROUGH (Lat: 39.821333, Lng: -79.762225), Route carried "on" structure: State highway , Year Built: 1937, Year Reconstructed: 1988, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 2,817 (year 2017), Truck Traffic: 6%, Average Future Daily Traffic: 3,169 (year 2032), Design Load: HS 25 or greater, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.164, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.4m (27.6ft), Out-to-Out Width: 10.7m (35.1ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.13m (0.43ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $7,000, Roadway Improvement Cost: $21,000, Total Project Cost: $95,000, 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: 16935, Location: GEORGES TOWNSHIP (Lat: 39.838856, Lng: -79.755486), Route carried "on" structure: State highway , Year Built: 1929, Year Reconstructed: 2014, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 718 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 984 (year 2032), Design Load: HS 20+Mod, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR 3015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.713, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 97.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 16935, Location: GEORGES TOWNSHIP (Lat: 39.838856, Lng: -79.755486), Route carried "on" structure: State highway , Year Built: 1929, Year Reconstructed: 2014, Status: Open, Structure Length: 0.85m (2.79ft), Average Daily Traffic: 718 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 984 (year 2032), Design Load: HS 20+Mod, Features Intersected: MUDDY RUN, Facility Carried by Structure: SR 3015
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.713, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 73.0m (239.5ft), Material/Design: Prestressed concrete, Design/Construction: Box Beam or Girders - Multiple, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Satisfactory, Channel: Satisfactory, Inventory Rating: 97.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, 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: 16945, Location: FAIRCHANCE BOROUGH (Lat: 39.820103, Lng: -79.753294), Route carried "on" structure: State highway , Year Built: 1905, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 2,262 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,129 (year 2032), Design Load: H 15, Features Intersected: GEORGE CREEK, Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $150,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16945, Location: FAIRCHANCE BOROUGH (Lat: 39.820103, Lng: -79.753294), Route carried "on" structure: State highway , Year Built: 1905, Status: Open, Structure Length: 0.07m (0.23ft), Average Daily Traffic: 2,262 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,129 (year 2032), Design Load: H 15, Features Intersected: GEORGE CREEK, Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 76.0m (249.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.6m (41.3ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Fair, Channel: Fair, Operating Rating: 89.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2017, Bridge Improvement Cost: $34,000, Roadway Improvement Cost: $150,000, Total Project Cost: $454,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16947, Location: FAIRCHANCE BOROUGH (Lat: 39.825464, Lng: -79.743928), Route carried "on" structure: State highway , Year Built: 1905, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,262 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,129 (year 2032), Design Load: H 15, Features Intersected: GEORGE CREEK, Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), 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: 0.8m (2.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2017, Other Special Inspection Date: September 2017, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 16947, Location: FAIRCHANCE BOROUGH (Lat: 39.825464, Lng: -79.743928), Route carried "on" structure: State highway , Year Built: 1905, Year Reconstructed: 1982, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 2,262 (year 2017), Truck Traffic: 3%, Average Future Daily Traffic: 4,129 (year 2032), Design Load: H 15, Features Intersected: GEORGE CREEK, Facility Carried by Structure: SR 3027
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.764, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 67.0m (219.8ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.3m (24.0ft), 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: 0.8m (2.6ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Fair, Channel: Fair, Operating Rating: 68.9 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: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Length Of Structure Improvement: 0.15m (0.49ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: March 2017, Other Special Inspection Date: September 2017, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $15,000, Total Project Cost: $68,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17064, Location: FAIRCHANCE INTERCHANGE (Lat: 39.818628, Lng: -79.776269), Route carried "on" structure: State highway , Year Built: 1995, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 7,866 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,069 (year 2030), Design Load: HS 25 or greater, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 177.0m (580.7ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 2.0m (6.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 7.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 17064, Location: FAIRCHANCE INTERCHANGE (Lat: 39.818628, Lng: -79.776269), Route carried "on" structure: State highway , Year Built: 1995, Status: Open, Structure Length: 6.22m (20.41ft), Average Daily Traffic: 7,866 (year 2016), Truck Traffic: 11%, Average Future Daily Traffic: 5,069 (year 2030), Design Load: HS 25 or greater, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 177.0m (580.7ft), Skew: 22 degrees, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 30.8m (101.0ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 18.9m (62.0ft), Out-to-Out Width: 2.0m (6.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 7.8 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: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2017, 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: 17064, Location: FAIRCHANCE INTERCHANGE (Lat: 39.818628, Lng: -79.776269), Route carried "under" structure: State highway 43, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 8,215 (year 2017), Truck Traffic: 6%, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 17064, Location: FAIRCHANCE INTERCHANGE (Lat: 39.818628, Lng: -79.776269), Route carried "under" structure: State highway 43, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 8,215 (year 2017), Truck Traffic: 6%, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 17064, Location: FAIRCHANCE INTERCHANGE (Lat: 39.818628, Lng: -79.776269), Route carried "under" structure: State highway 43, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 7,698 (year 2017), Truck Traffic: 7%, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
Structure Number: 17064, Location: FAIRCHANCE INTERCHANGE (Lat: 39.818628, Lng: -79.776269), Route carried "under" structure: State highway 43, Year Built: 1995, Structure Length: 0. m, Average Daily Traffic: 7,698 (year 2017), Truck Traffic: 7%, Features Intersected: PA TPK (TOLL 43), Facility Carried by Structure: SR 3014
Minimum Vertical Clearance: 5.96m (19.55ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.8m (101.0ft)
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Structure Number: 17078, Location: 200 FT NW OF SR 857 (Lat: 39.789600, Lng: -79.770897), Route carried "on" structure: City street T332, Year Built: 1930, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2012), Average Future Daily Traffic: 350 (year 2032), Design Load: H 10, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2016, Critical Feature Inspection Date: March 2017, Other Special Inspection Date: March 2017, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $40,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17078, Location: 200 FT NW OF SR 857 (Lat: 39.789600, Lng: -79.770897), Route carried "on" structure: City street T332, Year Built: 1930, Status: Posted for load, Structure Length: 0.82m (2.69ft), Average Daily Traffic: 250 (year 2012), Average Future Daily Traffic: 350 (year 2032), Design Load: H 10, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 55.0m (180.4ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb-To-Curb Width: 6.6m (21.7ft), Out-to-Out Width: 0.8m (2.6ft)
Condition: Deck: Fair, Superstructure: Poor, Substructure: Fair, Channel: Satisfactory, Operating Rating: 12.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 7.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: High priority of corrective action, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.08m (0.26ft), Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2016, Critical Feature Inspection Date: March 2017, Other Special Inspection Date: March 2017, Bridge Improvement Cost: $5,000, Roadway Improvement Cost: $40,000, Total Project Cost: $73,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17086, Location: 300 FT SOUTH OF T-375 (Lat: 39.798600, Lng: -79.756797), Route carried "on" structure: City street T385, Year Built: 1930, Year Reconstructed: 2014, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 120 (year 2012), Average Future Daily Traffic: 150 (year 2032), Design Load: HL 93, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), 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: 0.7m (2.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $35,000, Total Project Cost: $134,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 17086, Location: 300 FT SOUTH OF T-375 (Lat: 39.798600, Lng: -79.756797), Route carried "on" structure: City street T385, Year Built: 1930, Year Reconstructed: 2014, Status: Open, Structure Length: 1.07m (3.51ft), Average Daily Traffic: 120 (year 2012), Average Future Daily Traffic: 150 (year 2032), Design Load: HL 93, Features Intersected: MOUNTAIN CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 49.0m (160.8ft), Skew: 2 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), 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: 0.7m (2.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Fair, Channel: Good, Operating Rating: 95.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 0.11m (0.36ft), Designated Inspection Frequency: Every 24 months, Inspection Date: March 2016, Bridge Improvement Cost: $10,000, Roadway Improvement Cost: $35,000, Total Project Cost: $134,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 17087, Location: 500 FT NE OF MUD PIKE RD (Lat: 39.785497, Lng: -79.759200), Route carried "on" structure: Alternate City street T385, Year Built: 1930, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 150 (year 2012), Average Future Daily Traffic: 170 (year 2032), Design Load: H 10, Features Intersected: MOUNTAIN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2016, Other Special Inspection Date: March 2017, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $36,000, Total Project Cost: $73,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Other
Structure Number: 17087, Location: 500 FT NE OF MUD PIKE RD (Lat: 39.785497, Lng: -79.759200), Route carried "on" structure: Alternate City street T385, Year Built: 1930, Status: Posted for load, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 150 (year 2012), Average Future Daily Traffic: 170 (year 2032), Design Load: H 10, Features Intersected: MOUNTAIN CREEK TRIB
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: Town or Township Highway Agency, Approaching Roadway Width: 52.0m (170.6ft), Skew: 1 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 6.7m (22.0ft), Out-to-Out Width: 7.5m (24.6ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 27.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Length Of Structure Improvement: 0.10m (0.33ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2016, Other Special Inspection Date: March 2017, Bridge Improvement Cost: $6,000, Roadway Improvement Cost: $36,000, Total Project Cost: $73,000, Deck Structure Type: Closed Grating, Wearing Surface/Protective System: Wearing Surface: Other
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Structure Number: 41146, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "on" structure: Interstate 43, Year Built: 1999, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-345 (CHESS RD)
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: 122.0m (400.3ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), 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: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41146, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "on" structure: Interstate 43, Year Built: 1999, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-345 (CHESS RD)
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: 122.0m (400.3ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), 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: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, 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: 41146, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 200 (year 2001), Truck Traffic: 10%, Features Intersected: T-345 (CHESS RD), Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 11.59m (38.02ft), 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: 51.2m (168.0ft)
Structure Number: 41146, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 200 (year 2001), Truck Traffic: 10%, Features Intersected: T-345 (CHESS RD), Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 11.59m (38.02ft), 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: 51.2m (168.0ft)
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Structure Number: 41147, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "on" structure: Interstate 43, Year Built: 1999, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-345 (CHESS RD)
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: 128.0m (419.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), 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: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Deck Protection: Epoxy Coated Reinforcing
Structure Number: 41147, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "on" structure: Interstate 43, Year Built: 1999, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 1,000 (year 2001), Truck Traffic: 10%, Average Future Daily Traffic: 1,414 (year 2030), Design Load: HS 25 or greater, Features Intersected: T-345 (CHESS RD)
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: 128.0m (419.9ft), Skew: 11 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 51.2m (168.0ft), 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: 13.8m (45.3ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Inventory Rating: 70.8 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2017, 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: 41147, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 200 (year 2001), Truck Traffic: 10%, Features Intersected: T-345 (CHESS RD), Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 11.67m (38.29ft), 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: 51.2m (168.0ft)
Structure Number: 41147, Location: 3 MI. SOUTH OF FAIRCHANCE (Lat: 39.783611, Lng: -79.768056), Route carried "under" structure: City street , Year Built: 1999, Structure Length: 0. m, Average Daily Traffic: 200 (year 2001), Truck Traffic: 10%, Features Intersected: T-345 (CHESS RD), Facility Carried by Structure: PA TPK (TOLL 43)
Minimum Vertical Clearance: 11.67m (38.29ft), 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: 51.2m (168.0ft)
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Structure Number: 45193, Location: FAIRCHANCE BOROUGH (Lat: 39.814356, Lng: -79.760450), Route carried "on" structure: State highway 857, Year Built: 2008, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,219 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,422 (year 2032), Design Load: HL 93, Features Intersected: BRANCH OF GEORGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017
Structure Number: 45193, Location: FAIRCHANCE BOROUGH (Lat: 39.814356, Lng: -79.760450), Route carried "on" structure: State highway 857, Year Built: 2008, Status: Open, Structure Length: 1.13m (3.71ft), Average Daily Traffic: 2,219 (year 2017), Truck Traffic: 7%, Average Future Daily Traffic: 2,422 (year 2032), Design Load: HL 93, Features Intersected: BRANCH OF GEORGES CREEK
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 11.214, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 79.0m (259.2ft), Skew: 3 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.7m (35.1ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.6m (31.5ft)
Condition: Channel: Good, Culverts: Very good, Operating Rating: 66.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2017
