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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 in Fairchance, PA - historical statistics
  • New bridges - historical statistics
  • 21900-1909
  • 11920-1929
  • 41930-1939
  • 21960-1969
  • 111990-1999
  • 12000-2009
Reconstructed bridges in Fairchance, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11970-1979
  • 11980-1989
  • 01990-1999
  • 22000-2009
Average Bridge Daily Traffic in Fairchance, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 7.1%Very good
  • 35.7%Good
  • 35.7%Satisfactory
  • 21.4%Fair
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 28.6%Very good
  • 21.4%Good
  • 21.4%Satisfactory
  • 21.4%Fair
  • 7.1%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 35.7%Good
  • 35.7%Satisfactory
  • 28.6%Fair
Bridge Condition - Channel
  • 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
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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)

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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
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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)

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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
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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
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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
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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
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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
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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
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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
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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)

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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)

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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
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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
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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
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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
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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)

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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
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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)

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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
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