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

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Structure Number: 5941,  Location: JUNIATA 8TH.ST.BRIDGE (Lat: 40.538206,  Lng: -78.377706),  Route carried "on" structure: City street ,  Year Built: 1979,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 8.02m (26.31ft),  Average Daily Traffic: 10,200 (year 2020),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,750 (year 2040),  Design Load: HS 20,  Features Intersected: NORFOLK SOUTHERN RR,  Facility Carried by Structure: T473, N. Eighth St
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 6.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 9.00m (29.53ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 5961,  Location: 4 MI.SE.OF TYRONE (Lat: 40.631656,  Lng: -78.185744),  Route carried "on" structure: City street ,  Year Built: 1937,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 11 (year 2021),  Average Future Daily Traffic: 19 (year 2041),  Design Load: H 10,  Features Intersected: LITTLE JUNIATA RIVER,  Facility Carried by Structure: T506,Church Hill R
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 3.0m (9.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 3.8m (12.5ft),  Out-to-Out Width: 4.3m (14.1ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 4.70m (15.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Bridge Improvement Cost: $114,000,  Roadway Improvement Cost: $335,000,  Total Project Cost: $1,536,000,  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 5969,  Location: 1.5 MI.SE.OF WILLIAMSBURG (Lat: 40.454711,  Lng: -78.173108),  Route carried "on" structure: City street ,  Year Built: 1915,  Status: Posted for load,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 67 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 86 (year 2041),  Features Intersected: CLOVER CREEK,  Facility Carried by Structure: T435, Blue Hole Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Skew: 4 degrees,  Material/Design: Concrete,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.0m (59.1ft),  Curb-To-Curb Width: 5.0m (16.4ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 15.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 9.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.30m (7.55ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: November 2019,  Other Special Inspection Date: November 2020,  Bridge Improvement Cost: $66,000,  Roadway Improvement Cost: $264,000,  Total Project Cost: $892,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 1671,  Location: BULLSKIN TOWNSHIP (Lat: 40.110356,  Lng: -79.515278),  Route carried "on" structure: State highway 982,  Year Built: 1930,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 4,445 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 4,558 (year 2032),  Design Load: H 20,  Features Intersected: GREEN LICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.380,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.1m (33.1ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $22,000,  Roadway Improvement Cost: $65,000,  Total Project Cost: $297,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 16735,  Location: BULLSKIN TOWNSHIP (Lat: 40.137222,  Lng: -79.509872),  Route carried "on" structure: State highway ,  Year Built: 1923,  Year Reconstructed: 2012,  Status: Open,  Structure Length: 1.80m (5.91ft),  Average Daily Traffic: 509 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 664 (year 2042),  Design Load: H 20,  Features Intersected: JACOBS CREEK,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: State Highway Agency,  Approaching Roadway Width: 4.3m (14.1ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 3.0m (9.8ft),  Out-to-Out Width: 5.0m (16.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 94.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: High priority of corrective action,  Approach Roadway Alignment: Meets minimum limits,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2021,  Bridge Improvement Cost: $43,000,  Roadway Improvement Cost: $126,000,  Total Project Cost: $579,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35979,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.154664,  Lng: -79.561125),  Route carried "on" structure: State highway 31,  Year Built: 1963,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 8,374 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 13,348 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 0119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.825,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 25.0m (82.0ft),  Curb-To-Curb Width: 21.2m (69.6ft),  Out-to-Out Width: 22.4m (73.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 62.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.90m (16.08ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $127,000,  Roadway Improvement Cost: $375,000,  Total Project Cost: $1,717,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay

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Structure Number: 35981,  Location: MOUNT PLEASANT TOWNSHIP (Lat: 40.144564,  Lng: -79.509025),  Route carried "on" structure: State highway 31,  Year Built: 1948,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 7,552 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 12,173 (year 2032),  Design Load: HS 20,  Features Intersected: BRUSH RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.785,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 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: 1.20m (3.94ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $150,000,  Total Project Cost: $485,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 36076,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.183139,  Lng: -79.566711),  Route carried "on" structure: US 119,  Year Built: 1977,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 11,606 (year 2022),  Truck Traffic: 14%,  Average Future Daily Traffic: 8,720 (year 2032),  Design Load: HS 20,  Features Intersected: SW PA R/R & PVT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.146,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 36077,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.183317,  Lng: -79.566833),  Route carried "on" structure: US 119,  Year Built: 1977,  Status: Open,  Structure Length: 4.54m (14.90ft),  Average Daily Traffic: 11,266 (year 2022),  Truck Traffic: 13%,  Average Future Daily Traffic: 9,495 (year 2032),  Design Load: HS 20,  Features Intersected: SW PA R/R & PVT RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.142,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.6m (47.9ft),  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: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 56.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present desirable criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Galvanized Reinforcing

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Structure Number: 36301,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.148194,  Lng: -79.562244),  Route carried "on" structure: State highway 981,  Year Built: 1963,  Status: Open,  Structure Length: 1.68m (5.51ft),  Average Daily Traffic: 1,627 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,033 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SHERRICK RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.839,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  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: 15.8m (51.8ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.60m (5.25ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $200,000,  Total Project Cost: $306,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36302,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.148792,  Lng: -79.560461),  Route carried "on" structure: State highway 981,  Year Built: 1964,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 1,627 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 3,033 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0119
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.839,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.30m (17.39ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36661,  Location: 0.5 MI SOUTH OF SR 3042 (Lat: 40.170508,  Lng: -79.560056),  Route carried "on" structure: State highway ,  Year Built: 1977,  Status: Open,  Structure Length: 8.93m (29.30ft),  Average Daily Traffic: 2,431 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 4,637 (year 2032),  Design Load: HS 20,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 3093
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.519,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 30.2m (99.1ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.70m (35.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2020,  Bridge Improvement Cost: $71,000,  Roadway Improvement Cost: $208,000,  Total Project Cost: $955,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36847,  Location: NEAR CARPENTERTOWN (Lat: 40.185000,  Lng: -79.533333),  Route carried "on" structure: State highway ,  Year Built: 1939,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 1,055 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,152 (year 2030),  Design Load: HS 20,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.939,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Toll Authority,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Frame,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.10m (23.29ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $429,000,  Total Project Cost: $1,966,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 36848,  Location: CARPENTERTOWN (Lat: 40.175000,  Lng: -79.520000),  Route carried "on" structure: Interstate 76,  Year Built: 2002,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Average Future Daily Traffic: 42,113 (year 2030),  Design Load: HS 20,  Features Intersected: SR 0981
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 24.4m (80.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 28.0m (91.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.90m (6.23ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $134,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36849,  Location: EAST OF CARPENTERTOWN (Lat: 40.172731,  Lng: -79.503925),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Average Future Daily Traffic: 42,113 (year 2030),  Design Load: HS 20,  Features Intersected: T-485, Slope Hill Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.8m (87.9ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.1m (82.3ft),  Out-to-Out Width: 27.7m (90.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 36851,  Location: NORTH OF MT JOY (Lat: 40.166667,  Lng: -79.490000),  Route carried "on" structure: Interstate 76,  Year Built: 1991,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Average Future Daily Traffic: 42,113 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: T-812
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.0m (91.9ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.0m (91.9ft),  Out-to-Out Width: 29.7m (97.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Inventory Rating: 42.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.00m (9.84ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $131,000,  Roadway Improvement Cost: $386,000,  Total Project Cost: $1,770,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 36854,  Location: WEST OF DONEGAL INTERCHGE (Lat: 40.138333,  Lng: -79.420000),  Route carried "on" structure: Interstate 70,  Year Built: 1939,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Average Future Daily Traffic: 42,113 (year 2030),  Design Load: HS 20,  Features Intersected: JACOBS CREEK,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.50m (4.92ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $83,000,  Total Project Cost: $381,000

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Structure Number: 36857,  Location: WEST OF DONEGAL INTERCHGE (Lat: 40.140000,  Lng: -79.408333),  Route carried "on" structure: Interstate 76,  Year Built: 1939,  Year Reconstructed: 2003,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 35,220 (year 2008),  Truck Traffic: 33%,  Average Future Daily Traffic: 40,840 (year 2030),  Design Load: HS 20,  Features Intersected: JACOBS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 33 degrees,  Material/Design: Aluminum, Iron,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 89.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: July 2018,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $469,000

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Structure Number: 40782,  Location: MT. PLEASANT TWP. (Lat: 40.195772,  Lng: -79.548203),  Route carried "on" structure: State highway 819,  Year Built: 1999,  Status: Open,  Structure Length: 5.61m (18.41ft),  Average Daily Traffic: 3,066 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,518 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: PA TURNPIKE (I-76)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 15.437,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 52.4m (171.9ft),  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: 13.1m (43.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 54.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 44411,  Location: 0.5 MI NORTH OF SR 3093 (Lat: 40.179097,  Lng: -79.563817),  Route carried "on" structure: State highway ,  Year Built: 2007,  Status: Open,  Structure Length: 6.86m (22.51ft),  Average Daily Traffic: 2,239 (year 2022),  Truck Traffic: 15%,  Average Future Daily Traffic: 1,872 (year 2032),  Design Load: HL 93,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 3042
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.5m (109.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 80.7 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 minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: January 2020,  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: 48381,  Location: 1.7 mi S from SR 0031 (Lat: 40.128711,  Lng: -79.533692),  Route carried "on" structure: State highway ,  Year Built: 2013,  Status: Open,  Structure Length: 2.83m (9.28ft),  Average Daily Traffic: 1,246 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 2,275 (year 2032),  Design Load: HL 93,  Features Intersected: Jacobs Creek,  Facility Carried by Structure: SR 2003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 60.6 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: 41.1 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 48 months,  Inspection Date: December 2019,  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: 48484,  Location: East of Hammondville (Lat: 40.114278,  Lng: -79.516083),  Route carried "on" structure: City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 150 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 175 (year 2024),  Design Load: HS 20,  Features Intersected: Latta Run,  Facility Carried by Structure: Hoke Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Skew: 2 degrees,  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: 7.1m (23.3ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 48486,  Location: Hammondville (Lat: 40.113253,  Lng: -79.521197),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 5%,  Average Future Daily Traffic: 500 (year 2024),  Design Load: H 20,  Features Intersected: Green Lick Run Lake,  Facility Carried by Structure: Mudd School Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  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: 8.8m (28.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 55.3 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 48488,  Location: East of Hammondville (Lat: 40.112889,  Lng: -79.517281),  Route carried "on" structure: City street ,  Year Built: 1972,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 400 (year 2014),  Truck Traffic: 10%,  Average Future Daily Traffic: 410 (year 2024),  Design Load: HS 20,  Features Intersected: Green Lick Run,  Facility Carried by Structure: Mudd School Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.5m (18.0ft),  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: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 56957,  Location: Bullskin Township (Lat: 40.092528,  Lng: -79.525250),  Route carried "on" structure: Alternate City street ,  Year Built: 1901,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 100 (year 1901),  Truck Traffic: 1%,  Average Future Daily Traffic: 150 (year 2040),  Features Intersected: Mounts Creek,  Facility Carried by Structure: Gimlet Hill Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.047,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 6.7m (22.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Fair,  Operating Rating: 27.2 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35979,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.154664,  Lng: -79.561125),  Route carried "under" structure: US 119,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,266 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0031
Minimum Vertical Clearance: 5.05m (16.57ft),  Kilometerpoint: 4.859,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 35979,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.154664,  Lng: -79.561125),  Route carried "under" structure: US 119,  Year Built: 1963,  Structure Length: 0. m,  Average Daily Traffic: 11,606 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0031
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 4.847,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.0m (82.0ft)

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Structure Number: 36076,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.183139,  Lng: -79.566711),  Route carried "under" structure: ServiceOther road ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 1%,  Features Intersected: SW PA R/R & PVT RD,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 9.19m (30.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 36077,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.183317,  Lng: -79.566833),  Route carried "under" structure: ServiceOther road ,  Year Built: 1977,  Structure Length: 0. m,  Average Daily Traffic: 100 (year 2003),  Truck Traffic: 1%,  Features Intersected: SW PA R/R & PVT RD,  Facility Carried by Structure: SR 0119
Minimum Vertical Clearance: 9.19m (30.15ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.6m (47.9ft)

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Structure Number: 36302,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.148792,  Lng: -79.560461),  Route carried "under" structure: US 119,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 10,638 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0981
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 4.192,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 36302,  Location: EAST HUNTINGDON TOWNSHIP (Lat: 40.148792,  Lng: -79.560461),  Route carried "under" structure: US 119,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 11,687 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 0981
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 4.192,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.2m (86.0ft)

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Structure Number: 36661,  Location: 0.5 MI SOUTH OF SR 3042 (Lat: 40.170508,  Lng: -79.560056),  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 3093
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 6.621,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 36661,  Location: 0.5 MI SOUTH OF SR 3042 (Lat: 40.170508,  Lng: -79.560056),  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 3093
Minimum Vertical Clearance: 5.23m (17.16ft),  Kilometerpoint: 6.597,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)

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Structure Number: 36847,  Location: NEAR CARPENTERTOWN (Lat: 40.185000,  Lng: -79.533333),  Route carried "under" structure: Interstate 76,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 34,232 (year 2004),  Truck Traffic: 32%,  Features Intersected: PA TPK (I-76),  Facility Carried by Structure: SR 2007
Minimum Vertical Clearance: 4.68m (15.35ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel continuous,  Design/Construction: Frame,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 36848,  Location: CARPENTERTOWN (Lat: 40.175000,  Lng: -79.520000),  Route carried "under" structure: State highway 981,  Year Built: 2002,  Structure Length: 0. m,  Average Daily Traffic: 4,677 (year 2022),  Truck Traffic: 7%,  Features Intersected: SR 0981,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.57m (14.99ft),  Kilometerpoint: 26.096,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.4m (80.1ft)

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Structure Number: 36849,  Location: EAST OF CARPENTERTOWN (Lat: 40.172731,  Lng: -79.503925),  Route carried "under" structure: City street ,  Year Built: 1939,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-485, Slope Hill Rd,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.50m (14.76ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.5m (54.1ft)

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Structure Number: 36851,  Location: NORTH OF MT JOY (Lat: 40.166667,  Lng: -79.490000),  Route carried "under" structure: City street ,  Year Built: 1991,  Structure Length: 0. m,  Average Daily Traffic: 200 (year 1992),  Features Intersected: T-812,  Facility Carried by Structure: PA TPK (I-76)
Minimum Vertical Clearance: 4.69m (15.39ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.2m (76.1ft)

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Structure Number: 40782,  Location: MT. PLEASANT TWP. (Lat: 40.195772,  Lng: -79.548203),  Route carried "under" structure: Interstate 76,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 32,982 (year 2001),  Truck Traffic: 36%,  Features Intersected: PA TURNPIKE (I-76),  Facility Carried by Structure: SR 0819
Minimum Vertical Clearance: 5.31m (17.42ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 52.4m (171.9ft)

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Structure Number: 44411,  Location: 0.5 MI NORTH OF SR 3093 (Lat: 40.179097,  Lng: -79.563817),  Route carried "under" structure: US 119,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 11,266 (year 2022),  Truck Traffic: 13%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 3042
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 7.625,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 44411,  Location: 0.5 MI NORTH OF SR 3093 (Lat: 40.179097,  Lng: -79.563817),  Route carried "under" structure: US 119,  Year Built: 2007,  Structure Length: 0. m,  Average Daily Traffic: 11,606 (year 2022),  Truck Traffic: 14%,  Features Intersected: SR 0119,  Facility Carried by Structure: SR 3042
Minimum Vertical Clearance: 5.08m (16.67ft),  Kilometerpoint: 7.636,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 33.5m (109.9ft)