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

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Structure Number: 21,  Location: NEAR CCAC BOYCE CAMPUS (Lat: 40.451906,  Lng: -79.754253),  Route carried "on" structure: Interstate 76,  Year Built: 1952,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 38,689 (year 2004),  Truck Traffic: 17%,  Average Future Daily Traffic: 42,977 (year 2030),  Design Load: HS 25 or greater,  Features Intersected: BEATTY ROAD
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: 23.8m (78.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.0m (82.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 26.1m (85.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 59.9 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: 3.30m (10.83ft),  Designated Inspection Frequency: Every 48 months,  Inspection Date: June 2018,  Bridge Improvement Cost: $115,000,  Roadway Improvement Cost: $338,000,  Total Project Cost: $1,551,000,  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: 20997,  Location: Columbia Boro (Lat: 40.033944,  Lng: -76.531994),  Route carried "on" structure: US 30,  Year Built: 1972,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 171.91m (564.01ft),  Average Daily Traffic: 45,998 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,160 (year 2032),  Design Load: HS 20,  Features Intersected: Susq R;NSRC RR;T-791
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 30 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 44,  Number Of Approach Spans: 2,  Length of Maximum Span: 38.7m (127.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.9m (85.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 177.10m (581.04ft),  Designated Inspection Frequency: Every 24 months,  Critical Feature Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: May 2021,  Critical Feature Inspection Date: May 2021,  Underwater Inspection Date: June 2020,  Bridge Improvement Cost: $2,195,000,  Roadway Improvement Cost: $6,465,000,  Total Project Cost: $29,635,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20998,  Location: Columbia Boro (Lat: 40.039333,  Lng: -76.505631),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 45,998 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,160 (year 2032),  Design Load: HS 20,  Features Intersected: Fifth St-Columbia Boro
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.305,  Lanes on structure: 5,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 29.0m (95.1ft),  Skew: 30 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 28.2m (92.5ft),  Out-to-Out Width: 29.4m (96.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 63.5 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: 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: 2.50m (8.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Bridge Improvement Cost: $29,000,  Roadway Improvement Cost: $86,000,  Total Project Cost: $393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 20999,  Location: Columbia Boro (Lat: 40.041564,  Lng: -76.497903),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 45,998 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,160 (year 2032),  Design Load: HS 20,  Features Intersected: School Drive/N. 9th St.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.305,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  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: 25.3m (83.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 99.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.30m (14.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21,  Location: COLUMBIA BORO (Lat: 40.043328,  Lng: -76.493933),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 45,998 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 64,160 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4003; KINDERHOOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.7m (81.0ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.8m (55.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 25.3m (83.0ft),  Out-to-Out Width: 26.5m (86.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.9 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.40m (7.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21001,  Location: 1 MI.E. OF PA 441 (Lat: 40.044428,  Lng: -76.490869),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 5.09m (16.70ft),  Average Daily Traffic: 23,274 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 32,269 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4001,IRONVILLE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.412,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21003,  Location: 1 MI.E. OF PA 441 (Lat: 40.044622,  Lng: -76.490686),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 22,724 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,891 (year 2032),  Design Load: HS 20,  Features Intersected: SR 4001; IRONVILLE PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.415,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 14 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 12.2m (40.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.5 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.10m (20.01ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21004,  Location: E BDY OF COLUMBIA BORO (Lat: 40.041911,  Lng: -76.482236),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 9.02m (29.59ft),  Average Daily Traffic: 1,709 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 2,502 (year 2032),  Design Load: HS 20,  Features Intersected: US 30 EB/WB,  Facility Carried by Structure: T362 Malleable Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Number Of Approach Spans: 2,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.8m (42.0ft),  Out-to-Out Width: 14.0m (45.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.10m (33.14ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Bridge Improvement Cost: $68,000,  Roadway Improvement Cost: $199,000,  Total Project Cost: $913,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 21005,  Location: 2 MI. E. OF COLUMBIA (Lat: 40.038392,  Lng: -76.472228),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 22,724 (year 2020),  Truck Traffic: 19%,  Average Future Daily Traffic: 31,891 (year 2032),  Design Load: HS 20,  Features Intersected: ABANDONED NORFOLK SOUTH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.473,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 13 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 90.7 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: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21006,  Location: 2 MI.E. OF COLUMBIA (Lat: 40.038111,  Lng: -76.471978),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 3.23m (10.60ft),  Average Daily Traffic: 23,274 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 32,269 (year 2032),  Design Load: HS 20,  Features Intersected: ABANDONED RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.472,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 31.1m (102.0ft),  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: 13.4m (44.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 90.7 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: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.10m (13.45ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Bridge Improvement Cost: $13,000,  Roadway Improvement Cost: $38,000,  Total Project Cost: $174,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 21258,  Location: Columbia Boro (Lat: 40.038308,  Lng: -76.509714),  Route carried "on" structure: State highway ,  Year Built: 1970,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 7,559 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 27,996 (year 2032),  Design Load: HS 20,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441; 3rd Street
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: 20.7m (67.9ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 1,  Length of Maximum Span: 42.1m (138.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 20.7m (67.9ft),  Out-to-Out Width: 21.9m (71.9ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  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: 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: 6.60m (21.65ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  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: Latex Concrete

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Structure Number: 2127,  Location: COLUMBIA BOROUGH (Lat: 40.025500,  Lng: -76.529058),  Route carried "on" structure: State highway 462,  Year Built: 1929,  Year Reconstructed: 1988,  Status: Open,  Structure Length: 202.91m (665.72ft),  Average Daily Traffic: 10,081 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 20,719 (year 2032),  Design Load: HS 20,  Features Intersected: SUSQUE RVR;SR0624 NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 9 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 28,  Number Of Approach Spans: 20,  Length of Maximum Span: 56.4m (185.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 206.00m (675.85ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2021,  Underwater 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: 21271,  Location: Columbia Borough (Lat: 40.031925,  Lng: -76.490611),  Route carried "on" structure: State highway 462,  Year Built: 1933,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.07m (3.51ft),  Average Daily Traffic: 12,942 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 18,335 (year 2032),  Design Load: HL 93,  Features Intersected: Shawnee Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.692,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 5.5m (18.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 15.5m (50.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum 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: October 2020,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $882,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 21665,  Location: 0.75 MI.S. OF T.R. 462 (Lat: 40.024714,  Lng: -76.472739),  Route carried "on" structure: State highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 750 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 1,118 (year 2032),  Design Load: HS 25 or greater,  Features Intersected: STRICKLER RUN,  Facility Carried by Structure: SR 3036 Franklin .
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.136,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.9m (25.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.6m (31.5ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 63.5 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.40m (4.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 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: 21681,  Location: 0.75 MI. S.W. OF NEWTOWN (Lat: 40.068292,  Lng: -76.498136),  Route carried "on" structure: State highway ,  Year Built: 1962,  Status: Posted for load,  Structure Length: 4.48m (14.70ft),  Average Daily Traffic: 1,176 (year 2022),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,233 (year 2032),  Design Load: H 20,  Features Intersected: CHICKIES CREEK,  Facility Carried by Structure: SR 4003
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.440,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 21.3m (69.9ft),  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: Poor,  Superstructure: Poor,  Substructure: Fair,  Channel: Fair,  Operating Rating: 34.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: May 2021,  Underwater Inspection Date: June 2020,  Other Special Inspection Date: May 2021,  Bridge Improvement Cost: $55,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $747,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 2204,  Location: 1300 FT NORTH OF SR 23 (Lat: 40.066431,  Lng: -76.478186),  Route carried "on" structure: City street ,  Year Built: 1900,  Year Reconstructed: 2013,  Status: Posted for load,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 750 (year 2012),  Average Future Daily Traffic: 1,000 (year 2032),  Design Load: HS 20,  Features Intersected: CHIQUES CREEK,  Facility Carried by Structure: BRIDGE VALLEY RD
Minimum Vertical Clearance: 3.20m (10.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: County Highway Agency,  Approaching Roadway Width: 6.1m (20.0ft),  Material/Design: Wood or Timber,  Design/Construction: Truss - Thru,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 28.0m (91.9ft),  Curb-To-Curb Width: 3.9m (12.8ft),  Out-to-Out Width: 5.4m (17.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Fair,  Operating Rating: 4.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 2.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Meets minimum limits,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: October 2020,  Other Special Inspection Date: October 2020,  Bridge Improvement Cost: $2,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $25,000,  Deck Structure Type: Wood or Timber

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Structure Number: 22141,  Location: 800 FT EAST OF FOURTH ST (Lat: 40.028247,  Lng: -76.494936),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 825 (year 2011),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,105 (year 2031),  Design Load: H 20,  Features Intersected: SHAWNEE RUN,  Facility Carried by Structure: MILL STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.4m (30.8ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  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 minimum criteria,  Length Of Structure Improvement: 1.00m (3.28ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 22143,  Location: 300 FT SOUTH OF MILL ST (Lat: 40.027567,  Lng: -76.497481),  Route carried "on" structure: City street ,  Year Built: 1850,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,030 (year 2011),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,380 (year 2031),  Features Intersected: SHAWNEE RUN,  Facility Carried by Structure: S 4TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Masonry,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.4m (21.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 2.8m (9.2ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Superstructure: Poor,  Substructure: Poor,  Channel: Fair,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Meets minimum limits,  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: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: March 2021,  Other Special Inspection Date: March 2021,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $130,000

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Structure Number: 44456,  Location: 1 mile E of Columbia (Lat: 40.031894,  Lng: -76.470472),  Route carried "on" structure: State highway 462,  Year Built: 2007,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,065 (year 2022),  Truck Traffic: 3%,  Average Future Daily Traffic: 21,982 (year 2032),  Design Load: HL 93,  Features Intersected: Trib Strickler Run
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.385,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.0m (52.5ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Channel: Fair,  Culverts: Good,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: September 2020

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Structure Number: 52686,  Location: PA441 over US30 (Lat: 40.038108,  Lng: -76.511847),  Route carried "on" structure: Bypass State highway 441,  Year Built: 2015,  Status: Open,  Structure Length: 3.81m (12.50ft),  Average Daily Traffic: 4,084 (year 2021),  Truck Traffic: 15%,  Average Future Daily Traffic: 5,262 (year 2032),  Design Load: HL 93,  Features Intersected: US 30; SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.268,  Lanes on structure: 2,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 4 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: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 72.6 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: 38.6 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,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Membrane: Other,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 20997,  Location: Columbia Boro (Lat: 40.033944,  Lng: -76.531994),  Route carried "under" structure: City street T791,  Year Built: 1972,  Structure Length: 0. m,  Average Daily Traffic: 1,000 (year 1983),  Truck Traffic: 1%,  Features Intersected: Susq R;NSRC RR;T-791,  Facility Carried by Structure: US-30;SR0030
Minimum Vertical Clearance: 9.75m (31.99ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 38.7m (127.0ft)

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Structure Number: 20998,  Location: Columbia Boro (Lat: 40.039333,  Lng: -76.505631),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2005),  Features Intersected: Fifth St-Columbia Boro,  Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.52m (14.83ft),  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: 17.7m (58.1ft)

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Structure Number: 20999,  Location: Columbia Boro (Lat: 40.041564,  Lng: -76.497903),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1 (year 2004),  Features Intersected: School Drive/N. 9th St.,  Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.40m (14.44ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.5m (109.9ft)

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Structure Number: 21,  Location: COLUMBIA BORO (Lat: 40.043328,  Lng: -76.493933),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 1,362 (year 2020),  Truck Traffic: 3%,  Features Intersected: SR 4003; KINDERHOOK RD,  Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.39m (14.40ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 21001,  Location: 1 MI.E. OF PA 441 (Lat: 40.044428,  Lng: -76.490869),  Route carried "under" structure: City street 4001,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: SR 4001,IRONVILLE PIKE,  Facility Carried by Structure: US 30 EB; SR 0030
Minimum Vertical Clearance: 4.44m (14.57ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 21003,  Location: 1 MI.E. OF PA 441 (Lat: 40.044622,  Lng: -76.490686),  Route carried "under" structure: City street 4001,  Year Built: 1970,  Structure Length: 0. m,  Features Intersected: SR 4001; IRONVILLE PK,  Facility Carried by Structure: US 30 WB; SR 0030
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  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: 21004,  Location: E BDY OF COLUMBIA BORO (Lat: 40.041911,  Lng: -76.482236),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 30 EB/WB,  Facility Carried by Structure: T362 Malleable Rd.
Minimum Vertical Clearance: 4.52m (14.83ft),  Kilometerpoint: 4.519,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 21004,  Location: E BDY OF COLUMBIA BORO (Lat: 40.041911,  Lng: -76.482236),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 22,724 (year 2020),  Truck Traffic: 19%,  Features Intersected: US 30 EB/WB,  Facility Carried by Structure: T362 Malleable Rd.
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 4.538,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.1m (102.0ft)

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Structure Number: 21258,  Location: Columbia Boro (Lat: 40.038308,  Lng: -76.509714),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441; 3rd Street
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.728,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 21258,  Location: Columbia Boro (Lat: 40.038308,  Lng: -76.509714),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 0. m,  Average Daily Traffic: 22,724 (year 2020),  Truck Traffic: 19%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441; 3rd Street
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 1.730,  Lanes on structure: 4,  Lanes under structure: 4,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.1m (138.1ft)

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Structure Number: 2127,  Location: COLUMBIA BOROUGH (Lat: 40.025500,  Lng: -76.529058),  Route carried "under" structure: State highway 624,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 2,838 (year 2020),  Truck Traffic: 8%,  Features Intersected: SUSQUE RVR;SR0624 NS RR,  Facility Carried by Structure: PA 462; SR 0462
Minimum Vertical Clearance: 7.05m (23.13ft),  Kilometerpoint: 20.516,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 2127,  Location: COLUMBIA BOROUGH (Lat: 40.025500,  Lng: -76.529058),  Route carried "under" structure: State highway 441,  Year Built: 1929,  Structure Length: 0. m,  Average Daily Traffic: 4,084 (year 2021),  Truck Traffic: 15%,  Features Intersected: SUSQUE RVR;SR0624 NS RR,  Facility Carried by Structure: PA 462; SR 0462
Minimum Vertical Clearance: 8.03m (26.35ft),  Kilometerpoint: 5.358,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 56.4m (185.0ft)

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Structure Number: 52686,  Location: PA441 over US30 (Lat: 40.038108,  Lng: -76.511847),  Route carried "under" structure: US 30,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 22,724 (year 2020),  Truck Traffic: 19%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441 front st.
Minimum Vertical Clearance: 5.32m (17.45ft),  Kilometerpoint: 1.730,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 52686,  Location: PA441 over US30 (Lat: 40.038108,  Lng: -76.511847),  Route carried "under" structure: US 30,  Year Built: 2015,  Structure Length: 0. m,  Average Daily Traffic: 23,274 (year 2020),  Truck Traffic: 18%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441 front st.
Minimum Vertical Clearance: 5.28m (17.32ft),  Kilometerpoint: 1.728,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)