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

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Structure Number: 360030001,  Location: COLUMBIA BORO (Lat: 40.033944,  Lng: -76.531994),  Route carried "on" structure: US 30,  Year Built: 1972,  Status: Open,  Structure Length: 174.53m (572.60ft),  Average Daily Traffic: 42,686 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 43,222 (year 2013),  Design Load: H 15,  Features Intersected: SUSQ R;NSRC RR;T-773
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: 26.8m (87.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Very good,  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: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 177.15m (581.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  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: 360030003,  Location: COLUMBIA BORO (Lat: 40.039222,  Lng: -76.505908),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 1.77m (5.81ft),  Average Daily Traffic: 42,686 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 36,004 (year 2008),  Design Load: H 15,  Features Intersected: FIFTH ST-COLUMBIA BORO
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  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: Poor,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.2 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: 2.47m (8.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 36003000302307,  Location: COLUMBIA BORO (Lat: 40.041472,  Lng: -76.498072),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 42,686 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 40,134 (year 2013),  Design Load: H 15,  Features Intersected: SCHOOL DRIVE/N. 9TH ST.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.334,  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: Poor,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 74.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 44.5 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: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 360030004,  Location: COLUMBIA BORO (Lat: 40.043250,  Lng: -76.494014),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 42,686 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 40,134 (year 2013),  Design Load: H 15,  Features Intersected: SR 4003; KINDERHOOK RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.439,  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: Fair,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 31.8 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36003000400888,  Location: 1 MI.E. OF PA 441 (Lat: 40.044361,  Lng: -76.491167),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 22,842 (year 2007),  Truck Traffic: 13%,  Average Future Daily Traffic: 25,483 (year 2017),  Design Load: H 15,  Features Intersected: SR 4001,IRONVILLE PIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.439,  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: Very good,  Substructure: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36003000410969,  Location: 1 MI.E. OF PA 441 (Lat: 40.044611,  Lng: -76.491033),  Route carried "on" structure: US 30,  Year Built: 1970,  Status: Open,  Structure Length: 5.15m (16.90ft),  Average Daily Traffic: 19,844 (year 2007),  Truck Traffic: 12%,  Average Future Daily Traffic: 25,410 (year 2017),  Design Load: H 15,  Features Intersected: SR 4001; IRONVILLE PK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.436,  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: 70.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: 6.13m (20.11ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36044100500131,  Location: COLUMBIA BORO (Lat: 40.022000,  Lng: -76.491861),  Route carried "on" structure: State highway 441,  Year Built: 1923,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 5,153 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,292 (year 2013),  Design Load: HS 25,  Features Intersected: STRICKLER RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.827,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.1m (29.9ft)

Condition: Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $6,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $82,000

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Structure Number: 36044101000102,  Location: COLUMBIA BORO (Lat: 40.037889,  Lng: -76.509903),  Route carried "on" structure: State highway 441,  Year Built: 1970,  Status: Open,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 11,714 (year 2008),  Truck Traffic: 10%,  Average Future Daily Traffic: 17,434 (year 2012),  Design Load: H 15,  Features Intersected: US 30; SR 0030
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.582,  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: Fair,  Superstructure: Fair,  Substructure: Poor,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  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: Monolithic Concrete

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Structure Number: 360462001,  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: 11,124 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 11,035 (year 2013),  Design Load: H 15,  Features Intersected: SUSQUE RVR;SR0624 NS RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  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: 0.0m,  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: Good,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: June 2007,  Underwater Inspection Date: June 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 360462007,  Location: COLUMBIA BOROUGH (Lat: 40.031806,  Lng: -76.490833),  Route carried "on" structure: State highway 462,  Year Built: 1933,  Year Reconstructed: 2006,  Status: Open,  Structure Length: 1.06m (3.48ft),  Average Daily Traffic: 14,042 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 21,400 (year 2013),  Design Load: H 15,  Features Intersected: SHAWNEE RUN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.687,  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,  Number Of Approach Spans: 2,  Length of Maximum Span: 5.4m (17.7ft),  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: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Fair,  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2007,  Underwater Inspection Date: January 2007,  Bridge Improvement Cost: $65,000,  Roadway Improvement Cost: $193,000,  Total Project Cost: $882,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 36740440004001,  Location: 800 FT EAST OF FOURTH ST (Lat: 40.028333,  Lng: -76.494972),  Route carried "on" structure: City street ,  Year Built: 1981,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 825 (year 2007),  Truck Traffic: 6%,  Average Future Daily Traffic: 1,105 (year 2027),  Design Load: H 15,  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: 7.9m (25.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to 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: December 2007,  Underwater Inspection Date: December 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 36740440044002,  Location: 300 FT SOUTH OF MILL ST (Lat: 40.027611,  Lng: -76.497417),  Route carried "on" structure: City street ,  Year Built: 1850,  Status: Open,  Structure Length: 0.64m (2.10ft),  Average Daily Traffic: 1,030 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,380 (year 2027),  Design Load: H 15,  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: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.70m (2.30ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2007,  Underwater Inspection Date: December 2007,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $130,000

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Structure Number: 360030001,  Location: COLUMBIA BORO (Lat: 40.033944,  Lng: -76.531994),  Route carried "under" structure: City street T773,  Year Built: 1972,  Structure Length: 174.53m (572.60ft),  Average Daily Traffic: 1,000 (year 1983),  Truck Traffic: 1%,  Features Intersected: SUSQ R;NSRC RR;T-773,  Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 7.67m (25.16ft),  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: 360030003,  Location: COLUMBIA BORO (Lat: 40.039222,  Lng: -76.505908),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 1.77m (5.81ft),  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: 36003000302307,  Location: COLUMBIA BORO (Lat: 40.041472,  Lng: -76.498072),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 3.41m (11.19ft),  Average Daily Traffic: 1 (year 2004),  Features Intersected: SCHOOL DRIVE/N. 9TH ST.,  Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.39m (14.40ft),  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: 360030004,  Location: COLUMBIA BORO (Lat: 40.043250,  Lng: -76.494014),  Route carried "under" structure: State highway ,  Year Built: 1970,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 2,079 (year 2008),  Truck Traffic: 5%,  Features Intersected: SR 4003; KINDERHOOK RD,  Facility Carried by Structure: US 30; SR 0030
Minimum Vertical Clearance: 4.34m (14.24ft),  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: 36003000400888,  Location: 1 MI.E. OF PA 441 (Lat: 40.044361,  Lng: -76.491167),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 5.12m (16.80ft),  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: 36003000410969,  Location: 1 MI.E. OF PA 441 (Lat: 40.044611,  Lng: -76.491033),  Route carried "under" structure: City street ,  Year Built: 1970,  Structure Length: 5.15m (16.90ft),  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: 36044101000102,  Location: COLUMBIA BORO (Lat: 40.037889,  Lng: -76.509903),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 22,842 (year 2007),  Truck Traffic: 13%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441; SR 0441
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 1.745,  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: 36044101000102,  Location: COLUMBIA BORO (Lat: 40.037889,  Lng: -76.509903),  Route carried "under" structure: US 30,  Year Built: 1970,  Structure Length: 5.67m (18.60ft),  Average Daily Traffic: 19,844 (year 2007),  Truck Traffic: 12%,  Features Intersected: US 30; SR 0030,  Facility Carried by Structure: PA 441; SR 0441
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 1.745,  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: 360462001,  Location: COLUMBIA BOROUGH (Lat: 40.025500,  Lng: -76.529058),  Route carried "under" structure: State highway 624,  Year Built: 1929,  Structure Length: 202.91m (665.72ft),  Average Daily Traffic: 1,962 (year 2007),  Truck Traffic: 10%,  Features Intersected: SUSQUE RVR;SR0624 NS RR,  Facility Carried by Structure: PA 462; SR 0462
Minimum Vertical Clearance: 7.04m (23.10ft),  Kilometerpoint: 20.505,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 56.4m (185.0ft)