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

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Structure Number: 3534,  Location: Bradys Run Park Bridge (Lat: 40.722111,  Lng: -80.368806),  Route carried "on" structure: Interstate 376,  Year Built: 1971,  Year Reconstructed: 2011,  Status: Open,  Structure Length: 41.45m (135.99ft),  Average Daily Traffic: 11,829 (year 2021),  Truck Traffic: 11%,  Average Future Daily Traffic: 11,828 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4012, BRADYS RUN PK.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.360,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 19 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 74.4m (244.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.5m (44.3ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  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,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 41.50m (136.15ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Inspection Date: May 2020,  Critical Feature Inspection Date: May 2020,  Bridge Improvement Cost: $544,000,  Roadway Improvement Cost: $1,603,000,  Total Project Cost: $7,346,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 26691,  Location: I-80WB/I380SB TO I-80EB (Lat: 41.074408,  Lng: -75.397153),  Route carried "on" structure: Interstate 80,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 1.52m (4.99ft),  Average Daily Traffic: 20,743 (year 2021),  Truck Traffic: 26%,  Average Future Daily Traffic: 29,198 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: I-380 SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.546,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.5m (41.0ft),  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: 14.3m (46.9ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.20m (7.22ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 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: 26694,  Location: 8 MI.W. OF PA 33 (Lat: 41.062486,  Lng: -75.372172),  Route carried "on" structure: Interstate 80,  Year Built: 1962,  Status: Open,  Structure Length: 0.70m (2.30ft),  Average Daily Traffic: 20,897 (year 2021),  Truck Traffic: 32%,  Average Future Daily Traffic: 33,672 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: DRY SAWMILL RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.720,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 4 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.0m (23.0ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Inventory Rating: 90.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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: 1.30m (4.27ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020

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Structure Number: 26826,  Location: 0.9 MI.N.OF I-80 (Lat: 41.089925,  Lng: -75.396081),  Route carried "on" structure: Interstate 380,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 14,003 (year 2021),  Truck Traffic: 22%,  Average Future Daily Traffic: 16,992 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 4004 (LR 45024)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.280,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26827,  Location: 0.9 MI.N.OF I-80 (Lat: 41.089767,  Lng: -75.395619),  Route carried "on" structure: Interstate 380,  Year Built: 1964,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 15,552 (year 2021),  Truck Traffic: 18%,  Average Future Daily Traffic: 17,499 (year 2032),  Design Load: HS 20+Mod,  Features Intersected: SR 4004 (LR 45024)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.720,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.8m (42.0ft),  Skew: 13 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 26911,  Location: I-380 INTERCHANGE (Lat: 41.106053,  Lng: -75.397928),  Route carried "on" structure: State highway 940,  Year Built: 1964,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 7.44m (24.41ft),  Average Daily Traffic: 20,390 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,202 (year 2032),  Design Load: HS 20,  Features Intersected: I-380(LR 1002)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.800,  Lanes on structure: 4,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 21 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 23.8m (78.1ft),  Curb-To-Curb Width: 18.6m (61.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 50.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.8 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: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.40m (27.56ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020,  Bridge Improvement Cost: $79,000,  Roadway Improvement Cost: $233,000,  Total Project Cost: $1,068,000,  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: 27052,  Location: OVER I-80 (Lat: 41.071539,  Lng: -75.447275),  Route carried "on" structure: State highway ,  Year Built: 1965,  Status: Open,  Structure Length: 6.34m (20.80ft),  Average Daily Traffic: 3,111 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,132 (year 2032),  Design Load: HL 93,  Features Intersected: SR 80(LR1009),  Facility Carried by Structure: SR 4002 (LR 45040)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.813,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 20.4m (66.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.30m (23.95ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $88,000,  Total Project Cost: $403,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 2711,  Location: 0.5 M. N OF SR 4006 (Lat: 41.061739,  Lng: -75.359842),  Route carried "on" structure: City street 7209,  Year Built: 1955,  Status: Posted for load,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 50 (year 1990),  Average Future Daily Traffic: 100 (year 2030),  Design Load: HS 20,  Features Intersected: POCONO CREEK,  Facility Carried by Structure: WILKE ROAD (T-539)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 5.2m (17.1ft),  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: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 5.1m (16.7ft),  Out-to-Out Width: 5.6m (18.4ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 22.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 10.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal 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: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2020,  Other Special Inspection Date: April 2021,  Bridge Improvement Cost: $1,000,  Roadway Improvement Cost: $6,000,  Total Project Cost: $12,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 2713,  Location: I-80,I-380 INTERCHANGE (Lat: 41.070950,  Lng: -75.394994),  Route carried "on" structure: Ramp State highway ,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 3.99m (13.09ft),  Average Daily Traffic: 2,305 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,762 (year 2032),  Design Load: HS 20,  Features Intersected: I-380 SB,  Facility Carried by Structure: SR8004(LR1002RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.80m (15.75ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: November 2019,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $106,000,  Total Project Cost: $485,000,  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: 27131,  Location: I-80 EB TO I-380 NB (Lat: 41.074114,  Lng: -75.393972),  Route carried "on" structure: Ramp State highway ,  Year Built: 1964,  Year Reconstructed: 1984,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 2,305 (year 2021),  Truck Traffic: 7%,  Average Future Daily Traffic: 2,762 (year 2032),  Design Load: HS 20,  Features Intersected: I-80 WB(LR 1002),  Facility Carried by Structure: SR8004(LR1002RAMP)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 71.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.40m (21.00ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 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: 40773,  Location: LONG POND RD EMERALD LAKE (Lat: 41.082328,  Lng: -75.430292),  Route carried "on" structure: State highway ,  Year Built: 2000,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 3,111 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,132 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: EMERALD LAKE,  Facility Carried by Structure: SR 4002(LR 45040)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.277,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 19.2m (63.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Inventory Rating: 56.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: April 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: 26691,  Location: I-80WB/I380SB TO I-80EB (Lat: 41.074408,  Lng: -75.397153),  Route carried "under" structure: Interstate 380,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,003 (year 2021),  Truck Traffic: 22%,  Features Intersected: I-380 SB,  Facility Carried by Structure: I-80 WB
Minimum Vertical Clearance: 5.12m (16.80ft),  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: 14.3m (46.9ft)

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Structure Number: 26826,  Location: 0.9 MI.N.OF I-80 (Lat: 41.089925,  Lng: -75.396081),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,207 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 4004 (LR 45024),  Facility Carried by Structure: I-380 SB(LR 1002)
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 9.912,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 26827,  Location: 0.9 MI.N.OF I-80 (Lat: 41.089767,  Lng: -75.395619),  Route carried "under" structure: State highway ,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 1,207 (year 2020),  Truck Traffic: 5%,  Features Intersected: SR 4004 (LR 45024),  Facility Carried by Structure: I-380 NB (LR 1002)
Minimum Vertical Clearance: 4.66m (15.29ft),  Kilometerpoint: 9.139,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 11.0m (36.1ft)

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Structure Number: 26911,  Location: I-380 INTERCHANGE (Lat: 41.106053,  Lng: -75.397928),  Route carried "under" structure: Interstate 380,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,229 (year 2021),  Truck Traffic: 23%,  Features Intersected: I-380(LR 1002),  Facility Carried by Structure: PA 940(LR 169)
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 4.142,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 26911,  Location: I-380 INTERCHANGE (Lat: 41.106053,  Lng: -75.397928),  Route carried "under" structure: Interstate 380,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 12,281 (year 2021),  Truck Traffic: 22%,  Features Intersected: I-380(LR 1002),  Facility Carried by Structure: PA 940(LR 169)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 4.693,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 23.8m (78.1ft)

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Structure Number: 27052,  Location: OVER I-80 (Lat: 41.071539,  Lng: -75.447275),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,334 (year 2021),  Truck Traffic: 22%,  Features Intersected: SR 80(LR1009),  Facility Carried by Structure: SR 4002 (LR 45040)
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 11.724,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 27052,  Location: OVER I-80 (Lat: 41.071539,  Lng: -75.447275),  Route carried "under" structure: Interstate 80,  Year Built: 1965,  Structure Length: 0. m,  Average Daily Traffic: 14,052 (year 2021),  Truck Traffic: 22%,  Features Intersected: SR 80(LR1009),  Facility Carried by Structure: SR 4002 (LR 45040)
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 12.270,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 20.4m (66.9ft)

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Structure Number: 2713,  Location: I-80,I-380 INTERCHANGE (Lat: 41.070950,  Lng: -75.394994),  Route carried "under" structure: Interstate 380,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 14,003 (year 2021),  Truck Traffic: 22%,  Features Intersected: I-380 SB,  Facility Carried by Structure: SR8004(LR1002RAMP)
Minimum Vertical Clearance: 5.24m (17.19ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.3m (46.9ft)

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Structure Number: 27131,  Location: I-80 EB TO I-380 NB (Lat: 41.074114,  Lng: -75.393972),  Route carried "under" structure: Interstate 80,  Year Built: 1964,  Structure Length: 0. m,  Average Daily Traffic: 20,743 (year 2021),  Truck Traffic: 26%,  Features Intersected: I-80 WB(LR 1002)
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 16.546,  Lanes on structure: 1,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 22.6m (74.1ft)