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


  • National Bridge Inventory (NBI) Statistics
  • 80Number of bridges
  • 869ft / 265mTotal length
  • $11,216,000Total costs
  • 864,120Total average daily traffic
  • 195,891Total average daily truck traffic
  • National Bridge Inventory (NBI) Registered Bridges for New Stanton
  • No street view available for this location

New bridges in New Stanton, PA - historical statistics
  • New bridges - historical statistics
  • 11920-1929
  • 51930-1939
  • 11940-1949
  • 41950-1959
  • 41960-1969
  • 281970-1979
  • 21980-1989
  • 191990-1999
  • 52000-2009
  • 112010-2019
Reconstructed bridges in New Stanton, PA - Historical Statistics
  • Reconstructed bridges - Historical Statistics
  • 31980-1989
  • 21990-1999
  • 12000-2009
  • 12010-2019
Average Bridge Daily Traffic in New Stanton, PA
Average Bridge Truck Traffic in New Stanton, PA
Bridge Condition - Deck
  • Bridge Condition - Deck
  • 13.9%Very good
  • 41.7%Good
  • 25.0%Satisfactory
  • 13.9%Fair
  • 2.8%Poor
  • 2.8%Serious
Bridge Condition - Superstructure
  • Bridge Condition - Superstructure
  • 18.4%Very good
  • 26.3%Good
  • 26.3%Satisfactory
  • 21.1%Fair
  • 7.9%Poor
Bridge Condition - Substructure
  • Bridge Condition - Substructure
  • 21.1%Very good
  • 31.6%Good
  • 23.7%Satisfactory
  • 21.1%Fair
  • 2.6%Poor
Bridge Condition - Channel
  • Bridge Condition - Channel
  • 20.0%Very good
  • 28.0%Good
  • 24.0%Satisfactory
  • 20.0%Fair
  • 8.0%Poor
Bridge Condition - Culverts
  • Bridge Condition - Culverts
  • 16.7%Very good
  • 66.7%Satisfactory
  • 16.7%Fair
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Structure Number: 45926,  Location: 0.6 mi S of SR 3071 (Lat: 40.242983,  Lng: -79.636300),  Route carried "on" structure: State highway ,  Year Built: 2009,  Status: Open,  Structure Length: 9.85m (32.32ft),  Average Daily Traffic: 499 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 389 (year 2032),  Design Load: HL 93,  Features Intersected: PA Turnpike (MP 73.11),  Facility Carried by Structure: SR 3075
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.812,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.8m (137.1ft),  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,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2018,  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: 46825,  Location: 0.4 mi N from SR 0031 (Lat: 40.178581,  Lng: -79.612703),  Route carried "on" structure: State highway ,  Year Built: 2011,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 1,536 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,075 (year 2032),  Design Load: HL 93,  Features Intersected: Buffalo Run,  Facility Carried by Structure: SR 3089
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.119,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 16.8m (55.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 57.7 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: 36.3 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020
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Structure Number: 4791,  Location: 4.6 mi E from SR 0031 (Lat: 40.215922,  Lng: -79.629231),  Route carried "on" structure: Interstate 70,  Year Built: 2013,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,339 (year 2022),  Truck Traffic: 40%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: HL 93,  Features Intersected: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.910,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 67.4 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: 42.4 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  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: 47911,  Location: 4.6 mi E from SR 0031 (Lat: 40.216011,  Lng: -79.629278),  Route carried "on" structure: Interstate 70,  Year Built: 2013,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 18,545 (year 2022),  Truck Traffic: 39%,  Average Future Daily Traffic: 20,000 (year 2036),  Design Load: HL 93,  Features Intersected: SR 3014
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.942,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 34 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 29.6m (97.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 67.4 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: 42.4 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: 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,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  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: 5372,  Location: 5.5 mi E from SR 0031 (Lat: 40.216722,  Lng: -79.612708),  Route carried "on" structure: Interstate 70,  Year Built: 2016,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 36,884 (year 2022),  Truck Traffic: 40%,  Average Future Daily Traffic: 39,332 (year 2036),  Design Load: HL 93,  Features Intersected: SR 3089
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 25.521,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.9m (48.9ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 36.6m (120.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 55.1 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: 38.2 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,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  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: 54398,  Location: over SR 0070 (Lat: 40.217444,  Lng: -79.608528),  Route carried "on" structure: State highway ,  Year Built: 2017,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 7,095 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,700 (year 2036),  Design Load: HL 93,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 3093
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.270,  Lanes on structure: 3,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 1 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 50.3m (165.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.3m (37.1ft),  Out-to-Out Width: 13.8m (45.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 54.8 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: 42.1 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: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: May 2021,  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: 36079,  Location: HEMPFIELD TOWNSHIP (Lat: 40.212364,  Lng: -79.590089),  Route carried "under" structure: Interstate 76,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 32,982 (year 2001),  Truck Traffic: 36%,  Features Intersected: T`PIKE, T-547 & WILSON R,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 36079,  Location: HEMPFIELD TOWNSHIP (Lat: 40.212364,  Lng: -79.590089),  Route carried "under" structure: City street T547,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 1%,  Features Intersected: T`PIKE, T-547 & WILSON R,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 8.53m (27.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 36081,  Location: HEMPFIELD TOWNSHIP (Lat: 40.212178,  Lng: -79.590328),  Route carried "under" structure: Interstate 76,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 32,982 (year 2001),  Truck Traffic: 36%,  Features Intersected: T`PIKE, T-547 & WILSON R,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 36081,  Location: HEMPFIELD TOWNSHIP (Lat: 40.212178,  Lng: -79.590328),  Route carried "under" structure: City street T547,  Year Built: 1975,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 1%,  Features Intersected: T`PIKE, T-547 & WILSON R,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 9.14m (29.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.9m (167.0ft)

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Structure Number: 36082,  Location: NEW STANTON BOROUGH (Lat: 40.220447,  Lng: -79.591878),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2003),  Truck Traffic: 5%,  Features Intersected: TWP. THERMAL ROAD,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 4.82m (15.81ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 36084,  Location: NEW STANTON BOROUGH (Lat: 40.219858,  Lng: -79.592178),  Route carried "under" structure: City street ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2005),  Truck Traffic: 5%,  Features Intersected: TWP. THERMAL ROAD,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 7.22m (23.69ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 36086,  Location: NEW STANTON BOROUGH (Lat: 40.225447,  Lng: -79.593789),  Route carried "under" structure: State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 12,802 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR 3091, SR 0119,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.227,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 36086,  Location: NEW STANTON BOROUGH (Lat: 40.225447,  Lng: -79.593789),  Route carried "under" structure: US 119,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 14,448 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 3091, SR 0119
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.575,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 36086,  Location: NEW STANTON BOROUGH (Lat: 40.225447,  Lng: -79.593789),  Route carried "under" structure: State highway ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 12,964 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 3091, SR 0119,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 0.230,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 36086,  Location: NEW STANTON BOROUGH (Lat: 40.225447,  Lng: -79.593789),  Route carried "under" structure: US 119,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 14,702 (year 2022),  Truck Traffic: 6%,  Features Intersected: SR 3091, SR 0119
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 13.518,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 36664,  Location: NEW STANTON BOROUGH (Lat: 40.215325,  Lng: -79.606539),  Route carried "under" structure: ServiceCity street ,  Year Built: 1950,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 2004),  Truck Traffic: 5%,  Features Intersected: SW PA R/R, RD, SEWICKLEY,  Facility Carried by Structure: SR 3093
Minimum Vertical Clearance: 4.60m (15.09ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 36668,  Location: HEMPFIELD TOWNSHIP (Lat: 40.218333,  Lng: -79.578333),  Route carried "under" structure: US 119,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 11,266 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 3095
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 10.371,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 36668,  Location: HEMPFIELD TOWNSHIP (Lat: 40.218333,  Lng: -79.578333),  Route carried "under" structure: US 119,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 11,606 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 3095
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 10.404,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 36782,  Location: NEW STANTON BOROUGH (Lat: 40.221667,  Lng: -79.595000),  Route carried "under" structure: US 119,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 14,448 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 0119,  Facility Carried by Structure: PA TPK (PA-66)
Minimum Vertical Clearance: 6.14m (20.14ft),  Kilometerpoint: 13.575,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 36782,  Location: NEW STANTON BOROUGH (Lat: 40.221667,  Lng: -79.595000),  Route carried "under" structure: US 119,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 14,702 (year 2022),  Truck Traffic: 6%,  Features Intersected: SR 0119,  Facility Carried by Structure: PA TPK (PA-66)
Minimum Vertical Clearance: 5.75m (18.86ft),  Kilometerpoint: 13.518,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.9m (121.1ft)

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Structure Number: 36783,  Location: NEW STANTON BOROUGH (Lat: 40.233061,  Lng: -79.601408),  Route carried "under" structure: Other road 66,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 15,194 (year 2008),  Truck Traffic: 15%,  Features Intersected: PA TPK (PA-66),  Facility Carried by Structure: T-682
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 36786,  Location: HEMPFIELD TWP (Lat: 40.256803,  Lng: -79.612903),  Route carried "under" structure: State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 639 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 2012,  Facility Carried by Structure: PA TPK (PA 66)
Minimum Vertical Clearance: 9.95m (32.64ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 36787,  Location: HEMPFIELD TWP (Lat: 40.255000,  Lng: -79.610000),  Route carried "under" structure: State highway ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 639 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 2012,  Facility Carried by Structure: PA TPK (PA 66)
Minimum Vertical Clearance: 10.53m (34.55ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 36788,  Location: HEMPFIELD TWP (Lat: 40.265536,  Lng: -79.614708),  Route carried "under" structure: State highway 66,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 10,429 (year 1998),  Truck Traffic: 15%,  Features Intersected: Tpk 66 MP G003.05 GB-110,  Facility Carried by Structure: SR 3016
Minimum Vertical Clearance: 7.09m (23.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 36839,  Location: NEW STANTON INTERCHANGE (Lat: 40.216667,  Lng: -79.583333),  Route carried "under" structure: Interstate 76,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: PA TPK (RAMP AB)
Minimum Vertical Clearance: 4.84m (15.88ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.3m (106.0ft)

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Structure Number: 3684,  Location: NEW STANTON (Lat: 40.216667,  Lng: -79.586667),  Route carried "under" structure: State highway 3093,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: SR 3093,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.56m (14.96ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 11.3m (37.1ft)

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Structure Number: 36842,  Location: NEAR NEW STANTON (Lat: 40.217897,  Lng: -79.600214),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 20,850 (year 2022),  Truck Traffic: 24%,  Features Intersected: SR 0070, RR & SEWICKLEY,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.268,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 36842,  Location: NEAR NEW STANTON (Lat: 40.217897,  Lng: -79.600214),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,964 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 0070, RR & SEWICKLEY,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 36842,  Location: NEAR NEW STANTON (Lat: 40.217897,  Lng: -79.600214),  Route carried "under" structure: State highway ,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 12,802 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR 0070, RR & SEWICKLEY,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.44m (17.85ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 36842,  Location: NEAR NEW STANTON (Lat: 40.217897,  Lng: -79.600214),  Route carried "under" structure: Interstate 70,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 20,767 (year 2022),  Truck Traffic: 24%,  Features Intersected: SR 0070, RR & SEWICKLEY,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 26.302,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.7m (140.1ft)

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Structure Number: 36843,  Location: EAST OF NEW STANTON (Lat: 40.213333,  Lng: -79.591667),  Route carried "under" structure: Interstate 76,  Year Built: 1997,  Structure Length: 0. m,  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-549, Thermo Vill
Minimum Vertical Clearance: 5.07m (16.63ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 45.7m (149.9ft)

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Structure Number: 36844,  Location: NEW STANTON REST AREA (Lat: 40.205000,  Lng: -79.575000),  Route carried "under" structure: Interstate 76,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 32,982 (year 2001),  Truck Traffic: 36%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-680, Sportsman
Minimum Vertical Clearance: 4.70m (15.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 37.8m (124.0ft)

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Structure Number: 37044,  Location: NEW STANTON BOROUGH (Lat: 40.220000,  Lng: -79.598333),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,964 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 3091,  Facility Carried by Structure: PA TPK (RAMP EF)
Minimum Vertical Clearance: 4.43m (14.53ft),  Kilometerpoint: 0.230,  Lanes on structure: 2,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 37044,  Location: NEW STANTON BOROUGH (Lat: 40.220000,  Lng: -79.598333),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,802 (year 2021),  Truck Traffic: 16%,  Features Intersected: SR 3091,  Facility Carried by Structure: PA TPK (RAMP EF)
Minimum Vertical Clearance: 4.80m (15.75ft),  Kilometerpoint: 0.227,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 45375,  Location: NEAR OLD STANTON (Lat: 40.226667,  Lng: -79.620000),  Route carried "under" structure: Interstate 76,  Year Built: 2008,  Structure Length: 0. m,  Average Daily Traffic: 35,080 (year 2008),  Truck Traffic: 21%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: T-541 GLENN FOX RD
Minimum Vertical Clearance: 5.14m (16.86ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 6,  Toll: On toll road,  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: 4791,  Location: 4.6 mi E from SR 0031 (Lat: 40.215922,  Lng: -79.629231),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 783 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 3014,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 3.209,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 47911,  Location: 4.6 mi E from SR 0031 (Lat: 40.216011,  Lng: -79.629278),  Route carried "under" structure: State highway ,  Year Built: 2013,  Structure Length: 0. m,  Average Daily Traffic: 783 (year 2021),  Truck Traffic: 10%,  Features Intersected: SR 3014,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 4.61m (15.12ft),  Kilometerpoint: 3.209,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.6m (97.1ft)

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Structure Number: 5372,  Location: 5.5 mi E from SR 0031 (Lat: 40.216722,  Lng: -79.612708),  Route carried "under" structure: State highway ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 3,427 (year 2021),  Truck Traffic: 18%,  Features Intersected: SR 3089,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 12.788,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 5372,  Location: 5.5 mi E from SR 0031 (Lat: 40.216722,  Lng: -79.612708),  Route carried "under" structure: State highway ,  Year Built: 2016,  Structure Length: 0. m,  Average Daily Traffic: 2,852 (year 2021),  Truck Traffic: 13%,  Features Intersected: SR 3089,  Facility Carried by Structure: SR 0070
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 12.788,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 54398,  Location: over SR 0070 (Lat: 40.217444,  Lng: -79.608528),  Route carried "under" structure: Interstate 70,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 20,850 (year 2022),  Truck Traffic: 24%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 3093
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.268,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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Structure Number: 54398,  Location: over SR 0070 (Lat: 40.217444,  Lng: -79.608528),  Route carried "under" structure: Interstate 70,  Year Built: 2017,  Structure Length: 0. m,  Average Daily Traffic: 20,767 (year 2022),  Truck Traffic: 24%,  Features Intersected: SR 0070,  Facility Carried by Structure: SR 3093
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.302,  Lanes on structure: 3,  Lanes under structure: 3,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 50.3m (165.0ft)

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