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

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Structure Number: 40030906401826,  Location: LUZERNE BO .2 M N SR 1015 (Lat: 41.277639,  Lng: -75.888383),  Route carried "on" structure: State highway 309,  Year Built: 1980,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 42,748 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,377 (year 2026),  Design Load: H 15,  Features Intersected: LUZ CO RAIL AUTHORITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 44.693,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 31 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.2m (53.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.5m (100.1ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Good,  Operating Rating: 78.0 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: Superior to present desirable criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.82m (15.81ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $564,000 ( Estimate for 2006),  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: 4003090644,  Location: LUZ BORO OVER VAUGHN ST (Lat: 41.278222,  Lng: -75.889719),  Route carried "on" structure: State highway 309,  Year Built: 1980,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 42,748 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,377 (year 2026),  Design Load: H 15,  Features Intersected: VAUGHN ST, ABANDONED RR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.369,  Lanes on structure: 6,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 30.5m (100.1ft),  Skew: 32 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 30.4m (99.7ft),  Out-to-Out Width: 32.3m (106.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 76.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 6.04m (19.82ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $61,000,  Roadway Improvement Cost: $181,000,  Total Project Cost: $828,000 ( Estimate for 2006),  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: 40030906441239,  Location: LUZERNE BORO OVER SR 1013 (Lat: 41.279722,  Lng: -75.894722),  Route carried "on" structure: State highway 309,  Year Built: 1980,  Status: Open,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 35,582 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,833 (year 2026),  Design Load: H 15,  Features Intersected: SR 1013 UNION STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 45.369,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 32.6m (107.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.2m (79.4ft),  Out-to-Out Width: 26.2m (86.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Inventory Rating: 53.5 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: 15.76m (51.71ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Bridge Improvement Cost: $130,000,  Roadway Improvement Cost: $382,000,  Total Project Cost: $1,752,000 ( Estimate for 2006),  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: 4003090654,  Location: LUZERNE BORO OVER SR 8039 (Lat: 41.287167,  Lng: -75.904231),  Route carried "on" structure: State highway 309,  Year Built: 1980,  Status: Open,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 35,582 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 48,833 (year 2026),  Design Load: H 15,  Features Intersected: RAMP A; SR 8039
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 47.052,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.1m (79.1ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.0m (78.7ft),  Out-to-Out Width: 25.9m (85.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 73.5 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: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.33m (17.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $238,000 ( Estimate for 2006),  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: 40100800100101,  Location: LUZERNE BORO JCT SR 1013 (Lat: 41.284694,  Lng: -75.898867),  Route carried "on" structure: State highway ,  Year Built: 1989,  Status: Open,  Structure Length: 2.68m (8.79ft),  Average Daily Traffic: 4,862 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 9,079 (year 2026),  Design Load: H 15,  Features Intersected: TOBY CREEK,  Facility Carried by Structure: SR 1008
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  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: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 1.7m (5.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Poor,  Inventory Rating: 53.5 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Underwater Inspection Date: September 2006,  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: 40101300300156,  Location: LUZERNE BO .1 M N TR 309 (Lat: 41.281111,  Lng: -75.895556),  Route carried "on" structure: State highway ,  Year Built: 1939,  Status: Open,  Structure Length: 4.79m (15.72ft),  Average Daily Traffic: 10,472 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 14,371 (year 2026),  Design Load: H 15,  Features Intersected: TOBYS CREEK,  Facility Carried by Structure: SR 1013
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.710,  Lanes on structure: 3,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 23.2m (76.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Poor,  Channel: Poor,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.79m (15.72ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $85,000,  Roadway Improvement Cost: $249,000,  Total Project Cost: $1,143,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 401054001,  Location: LUZERNE BORO @ EVANS ST (Lat: 41.280806,  Lng: -75.895417),  Route carried "on" structure: State highway ,  Year Built: 1939,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 5,050 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,654 (year 2026),  Design Load: H 15,  Features Intersected: TOBY CREEK,  Facility Carried by Structure: SR 1054 EVANS ST
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.0m (23.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Poor,  Channel: Poor,  Operating Rating: 40.8 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: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.89m (6.20ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 2006,  Bridge Improvement Cost: $24,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $324,000 ( Estimate for 2004),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 40741802110001,  Location: LUZ BORO E TR 309 LR40105 (Lat: 41.282083,  Lng: -75.895667),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 1.19m (3.90ft),  Average Daily Traffic: 2,400 (year 2006),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,200 (year 2026),  Design Load: H 15,  Features Intersected: TOBY CREEK,  Facility Carried by Structure: BUCKINGHAM STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Inventory Rating: 71.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.19m (3.90ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: April 2008,  Other Special Inspection Date: April 2004,  Bridge Improvement Cost: $3,000,  Roadway Improvement Cost: $7,000,  Total Project Cost: $35,000,  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: 4003090644,  Location: LUZ BORO OVER VAUGHN ST (Lat: 41.278222,  Lng: -75.889719),  Route carried "under" structure: City street ,  Year Built: 1980,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 100 (year 2004),  Truck Traffic: 10%,  Features Intersected: VAUGHN ST, ABANDONED RR,  Facility Carried by Structure: SR 0309 NB AND SB
Minimum Vertical Clearance: 6.81m (22.34ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)

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Structure Number: 40030906441239,  Location: LUZERNE BORO OVER SR 1013 (Lat: 41.279722,  Lng: -75.894722),  Route carried "under" structure: State highway ,  Year Built: 1980,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 5,236 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 1013 UNION STREET,  Facility Carried by Structure: SR 0309 TR 309
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.468,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 40030906441239,  Location: LUZERNE BORO OVER SR 1013 (Lat: 41.279722,  Lng: -75.894722),  Route carried "under" structure: State highway ,  Year Built: 1980,  Structure Length: 15.76m (51.71ft),  Average Daily Traffic: 115 (year 2008),  Truck Traffic: 50%,  Features Intersected: SR 1013 UNION STREET,  Facility Carried by Structure: SR 0309 TR 309
Minimum Vertical Clearance: 4.85m (15.91ft),  Kilometerpoint: 0.468,  Lanes on structure: 4,  Lanes under structure: 3,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.6m (107.0ft)

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Structure Number: 4003090654,  Location: LUZERNE BORO OVER SR 8039 (Lat: 41.287167,  Lng: -75.904231),  Route carried "under" structure: Ramp State highway ,  Year Built: 1980,  Structure Length: 5.33m (17.49ft),  Average Daily Traffic: 133 (year 2008),  Truck Traffic: 7%,  Features Intersected: RAMP A; SR 8039,  Facility Carried by Structure: SR 0309 TR 309
Minimum Vertical Clearance: 4.72m (15.49ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 26.2m (86.0ft)