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

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Structure Number: 18012010600352,  Location: CITY OF LOCK HAVEN (Lat: 41.134750,  Lng: -77.443086),  Route carried "on" structure: Bypass State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 6,709 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,700 (year 2025),  Design Load: H 15,  Features Intersected: BALD EAGLE STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.541,  Lanes on structure: 4,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.6m (84.0ft),  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: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Inventory Rating: 18.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18012010600702,  Location: CITY OF LOCK HAVEN (Lat: 41.133806,  Lng: -77.443214),  Route carried "on" structure: Spur State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 6,709 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,700 (year 2025),  Design Load: H 15,  Features Intersected: NORFOLK AND SOUTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.541,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 20.7m (67.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.8m (78.1ft),  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: Good,  Substructure: Good,  Operating Rating: 57.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180120107,  Location: CITY OF LOCK HAVEN (Lat: 41.132583,  Lng: -77.443253),  Route carried "on" structure: Spur State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 6,709 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 7,700 (year 2025),  Design Load: H 15,  Features Intersected: WALNUT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 78.888,  Lanes on structure: 5,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 32.0m (105.0ft),  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: 25.6m (84.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 13.7 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.29m (10.79ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $250,000,  Total Project Cost: $527,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180120108,  Location: CITY OF LOCK HAVEN (Lat: 41.127289,  Lng: -77.443639),  Route carried "on" structure: Spur State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 3,474 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 8,034 (year 2025),  Design Load: H 15,  Features Intersected: N & S/NIT AND BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.201,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  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: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 72.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 1801201081,  Location: CITY OF LOCK HAVEN (Lat: 41.130139,  Lng: -77.441778),  Route carried "on" structure: Spur State highway 120,  Year Built: 1980,  Status: Open,  Structure Length: 4.66m (15.29ft),  Average Daily Traffic: 3,235 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 8,034 (year 2025),  Design Load: H 15,  Features Intersected: N & S/NIT AND BALD EAGLE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 79.186,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 16.2m (53.1ft),  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: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 17.1m (56.1ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 66.2 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 180150027,  Location: CONSTITUTION BRIDGE (Lat: 41.137472,  Lng: -77.426989),  Route carried "on" structure: State highway 150,  Year Built: 1999,  Status: Open,  Structure Length: 35.42m (116.21ft),  Average Daily Traffic: 6,054 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 13,150 (year 2026),  Design Load: H 15,  Features Intersected: WATER ST,W B SUSQUEHANNA
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 16.744,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 13.1m (43.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 44.5m (146.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 13.7m (44.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  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 24 months,  Inspection Date: April 2007,  Underwater Inspection Date: April 2007,  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: 18066400100088,  Location: CITY OF LOCK HAVEN (Lat: 41.138139,  Lng: -77.442439),  Route carried "on" structure: State highway 664,  Year Built: 1986,  Status: Open,  Structure Length: 25.05m (82.19ft),  Average Daily Traffic: 3,646 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 5,181 (year 2025),  Design Load: H 15,  Features Intersected: W BR SUSQUEHANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 62.2m (204.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 60.8 metric tons,  Inventory Rating: 40.8 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 18012010600352,  Location: CITY OF LOCK HAVEN (Lat: 41.134750,  Lng: -77.443086),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 2.59m (8.50ft),  Average Daily Traffic: 50 (year 2003),  Features Intersected: BALD EAGLE STREET,  Facility Carried by Structure: SR 120-PA 120
Minimum Vertical Clearance: 4.45m (14.60ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.6m (84.0ft)

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Structure Number: 180120107,  Location: CITY OF LOCK HAVEN (Lat: 41.132583,  Lng: -77.443253),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 3.29m (10.79ft),  Average Daily Traffic: 50 (year 2003),  Features Intersected: WALNUT STREET,  Facility Carried by Structure: SR 120-PA 120
Minimum Vertical Clearance: 4.29m (14.07ft),  Kilometerpoint: 0.000,  Lanes on structure: 5,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.0m (105.0ft)

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Structure Number: 180150027,  Location: CONSTITUTION BRIDGE (Lat: 41.137472,  Lng: -77.426989),  Route carried "under" structure: City street ,  Year Built: 1999,  Structure Length: 35.42m (116.21ft),  Average Daily Traffic: 50 (year 2003),  Truck Traffic: 1%,  Features Intersected: WATER ST,W B SUSQUEHANNA,  Facility Carried by Structure: SR 150-PA 150
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 44.5m (146.0ft)