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


  • National Bridge Inventory (NBI) Statistics
  • 19Number of bridges
  • 249ft / 76mTotal length
  • $795,000Total costs
  • 90,541Total average daily traffic
  • 8,533Total average daily truck traffic
  • 108,491Total future (year 2035) average daily traffic
  • National Bridge Inventory (NBI) Registered Bridges for Scottdale
  • No street view available for this location

New bridges in Scottdale, PA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 11940-1949
  • 21950-1959
  • 11970-1979
  • 21980-1989
  • 21990-1999
  • 12000-2009
  • 92010-2018
Reconstructed bridges in Scottdale, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 11990-1999
  • 12000-2009
Average Bridge Daily Traffic in Scottdale, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 6.3%Excellent
  • 31.3%Very good
  • 31.3%Good
  • 18.8%Satisfactory
  • 6.3%Fair
  • 6.3%Poor
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 12.5%Excellent
  • 31.3%Very good
  • 25.0%Good
  • 12.5%Satisfactory
  • 12.5%Fair
  • 6.3%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 6.3%Excellent
  • 37.5%Very good
  • 31.3%Good
  • 12.5%Satisfactory
  • 12.5%Fair
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 18.8%Very good
  • 43.8%Good
  • 18.8%Satisfactory
  • 6.3%Fair
  • 12.5%Poor
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Structure Number: 3626,  Location: 200'S.MCCAUGHTRY RUN RD. (Lat: 40.817742,  Lng: -80.423456),  Route carried "on" structure: State highway 551,  Year Built: 1950,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 865 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,690 (year 2032),  Design Load: HS 20,  Features Intersected: MCCAUGHTRY RUN,  Facility Carried by Structure: HOLLOW RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.381,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 79.0m (259.2ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 4.9m (16.1ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Inventory Rating: 76.2 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,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2016,  Bridge Improvement Cost: $15,000,  Roadway Improvement Cost: $43,000,  Total Project Cost: $198,000,  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: 16747,  Location: UPPER TYRONE TOWNSHIP (Lat: 40.106006,  Lng: -79.554542),  Route carried "on" structure: State highway ,  Year Built: 1922,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 4,625 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,435 (year 2032),  Design Load: H 20,  Features Intersected: BRANCH OF JACOBS CREEK,  Facility Carried by Structure: SR 1027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.07m (0.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $17,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $234,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 16748,  Location: U. TYRONE & E. HUNTINGDON (Lat: 40.112533,  Lng: -79.553189),  Route carried "on" structure: State highway ,  Year Built: 1988,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 4,625 (year 2017),  Truck Traffic: 9%,  Average Future Daily Traffic: 4,435 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: JACOBS CREEK,  Facility Carried by Structure: SR 1027
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.056,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 22.9m (75.1ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.30m (0.98ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2017,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $59,000,  Total Project Cost: $271,000,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 16781,  Location: UPPER TYRONE TOWNSHIP (Lat: 40.100475,  Lng: -79.582533),  Route carried "on" structure: State highway ,  Year Built: 1971,  Status: Open,  Structure Length: 2.93m (9.61ft),  Average Daily Traffic: 2,124 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,028 (year 2032),  Design Load: HS 20,  Features Intersected: JACOBS CREEK,  Facility Carried by Structure: SR 1042
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  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: 2,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 16.2m (53.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 16842,  Location: U. TYRONE & E. HUNTINGDON (Lat: 40.105444,  Lng: -79.569319),  Route carried "on" structure: State highway ,  Year Built: 1984,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 931 (year 2017),  Truck Traffic: 7%,  Average Future Daily Traffic: 1,359 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: JACOBS CREEK,  Facility Carried by Structure: SR 1059
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.36m (1.18ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2017,  Critical Feature Inspection Date: Febuary 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: 3626,  Location: SCOTTDALE BOROUGH (Lat: 40.108958,  Lng: -79.585294),  Route carried "on" structure: State highway 819,  Year Built: 1954,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 7,342 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 9,301 (year 2032),  Design Load: H 20,  Features Intersected: STAUFFER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.755,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Poor,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.22m (0.72ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017,  Deck Structure Type: Closed Grating,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36523,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.101742,  Lng: -79.617131),  Route carried "on" structure: State highway ,  Year Built: 1941,  Status: Posted for load,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 865 (year 2017),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,366 (year 2032),  Design Load: HS 20,  Features Intersected: BRANCH OF JACOBS CREEK,  Facility Carried by Structure: SR 3002
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.842,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Poor,  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: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable 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: 0.13m (0.43ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: January 2016,  Other Special Inspection Date: January 2017,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $20,000,  Total Project Cost: $92,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 36645,  Location: SCOTTDALE/EVERSON BRIDGE (Lat: 40.095253,  Lng: -79.588894),  Route carried "on" structure: State highway ,  Year Built: 1990,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 4,075 (year 2017),  Truck Traffic: 6%,  Average Future Daily Traffic: 5,932 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: JACOBS CK, 2 R/R, PRV DR,  Facility Carried by Structure: SR 3087
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 85.0m (278.9ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.23m (4.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2016,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing
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Structure Number: 40074,  Location: MT. PLEASANT ROAD BRIDGE (Lat: 40.104797,  Lng: -79.582897),  Route carried "on" structure: City street ,  Year Built: 1990,  Status: Open,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 500 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 600 (year 2036),  Design Load: HS 25 or greater,  Features Intersected: STAUFFER RUN,  Facility Carried by Structure: MT. PLEASANT ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 67.0m (219.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 47.2 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2016,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 41729,  Location: SCOTTDALE&U TYRONE TWP. (Lat: 40.092300,  Lng: -79.592558),  Route carried "on" structure: State highway ,  Year Built: 2002,  Status: Open,  Structure Length: 4.18m (13.71ft),  Average Daily Traffic: 675 (year 2017),  Truck Traffic: 1%,  Average Future Daily Traffic: 2,159 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: JACOBS CREEK,  Facility Carried by Structure: SR 1031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.893,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 104.0m (341.2ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.7m (67.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.51m (1.67ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 46325,  Location: 5.6 mi N of SR 0201 (Lat: 40.087753,  Lng: -79.602517),  Route carried "on" structure: State highway 819,  Year Built: 2010,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 1,552 (year 2017),  Truck Traffic: 4%,  Average Future Daily Traffic: 2,942 (year 2032),  Design Load: HL 93,  Features Intersected: Jacobs Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.618,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 91.0m (298.6ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 56.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Inventory Rating: 3.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor Rating (LRFR) rating reported by rating factor(RF) method using HL-93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 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: 48433,  Location: 3.9 mi N from SR 0982 (Lat: 40.112914,  Lng: -79.554694),  Route carried "on" structure: US 119,  Year Built: 2013,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 8,248 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,288 (year 2034),  Design Load: HL 93,  Features Intersected: Jacobs Creek, SW PA R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Superior to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 48513,  Location: 3.9 mi N from SR 0982 (Lat: 40.112942,  Lng: -79.554594),  Route carried "on" structure: US 119,  Year Built: 2013,  Status: Open,  Structure Length: 32.86m (107.81ft),  Average Daily Traffic: 8,573 (year 2016),  Truck Traffic: 15%,  Average Future Daily Traffic: 10,640 (year 2036),  Design Load: HL 93,  Features Intersected: Jacobs Creek, SW PA R/R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 98.0m (321.5ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Number Of Approach Spans: 1,  Length of Maximum Span: 38.1m (125.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 1.1m (3.6ft),  Out-to-Out Width: 1.2m (3.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 53205,  Location: 0.1 mi N of SR 0119 (Lat: 40.123600,  Lng: -79.556297),  Route carried "on" structure: State highway 819,  Year Built: 2016,  Status: Open,  Structure Length: 5.55m (18.21ft),  Average Daily Traffic: 8,342 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 42,671 (year 2036),  Design Load: HL 93,  Features Intersected: SR 0119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.471,  Lanes on structure: 5,  Lanes under structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 219.0m (718.5ft),  Skew: 21 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 54.6m (179.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 23.2m (76.1ft),  Out-to-Out Width: 24.2m (79.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 61.7 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 53205,  Location: 0.1 mi N of SR 0119 (Lat: 40.123600,  Lng: -79.556297),  Route carried "under" structure: US 119,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 12,240 (year 2017),  Truck Traffic: 14%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0819
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.067,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 53205,  Location: 0.1 mi N of SR 0119 (Lat: 40.123600,  Lng: -79.556297),  Route carried "under" structure: US 119,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 11,140 (year 2017),  Truck Traffic: 13%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0819
Minimum Vertical Clearance: 5.15m (16.90ft),  Kilometerpoint: 1.172,  Lanes on structure: 5,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 54.6m (179.1ft)

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Structure Number: 53208,  Location: 0.1 mi S from SR 0119 (Lat: 40.123300,  Lng: -79.557000),  Route carried "on" structure: State highway 819,  Year Built: 2016,  Status: Open,  Structure Length: 1.31m (4.30ft),  Average Daily Traffic: 8,342 (year 2016),  Truck Traffic: 4%,  Average Future Daily Traffic: 5,213 (year 2035),  Design Load: HL 93,  Features Intersected: Sherrick Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.959,  Lanes on structure: 5,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 229.0m (751.3ft),  Skew: 21 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft)

Condition: Channel: Very good,  Culverts: Very good,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2017
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Structure Number: 53237,  Location: 0.1 mi W from SR 0119 (Lat: 40.121308,  Lng: -79.555667),  Route carried "on" structure: Ramp State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 1,722 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 2,066 (year 2036),  Design Load: HL 93,  Features Intersected: Sherrick Run,  Facility Carried by Structure: SR 8001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 66.1 metric tons,  Method Used To Determine Operating Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Assigned ratings based on Load and Resistance Factor Design (LRFD) reported by rating factor (RF) using HL93 loadings,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 53238,  Location: 0.1 mi W from SR 0119 (Lat: 40.117333,  Lng: -79.556278),  Route carried "on" structure: State highway ,  Year Built: 2016,  Status: Open,  Structure Length: 0.14m (0.46ft),  Average Daily Traffic: 3,755 (year 2017),  Truck Traffic: 10%,  Average Future Daily Traffic: 366 (year 2036),  Design Load: HL 93,  Features Intersected: Sherrick Run,  Facility Carried by Structure: SR 8001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 101.0m (331.4ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 49.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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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