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

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National Bridge Inventory (NBI) Statistics
Number of bridges: 36
Total length: 234 meters (768ft)
Total costs: $22,308,000
Total average daily traffic: 580,056
Total average daily truck traffic: 93,953
National Bridge Inventory (NBI) Registered Bridges for Moosic

New bridges - Historical Statistics

  • 1950-1959: 15
  • 1960-1969: 20
  • 1970-1979: 0
  • 1980-1989: 1

Reconstructed bridges - Historical Statistics

  • 1970-1979: 5
  • 1980-1989: 7
  • 1990-1999: 3
  • 2000-2009: 1

Average Daily Traffic

Average Truck Traffic (%)

Bridge Condition - Deck

Bridge Condition - Superstructure

Bridge Condition - Substructure

Bridge Condition - Channel

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Structure Number: 3500110010048,  Location: MOOSIC BORO .1 M SR 3019 (Lat: 41.348583,  Lng: -75.736658),  Route carried "on" structure: US 11,  Year Built: 1988,  Status: Open,  Structure Length: 3.93m (12.89ft),  Average Daily Traffic: 9,866 (year 2007),  Truck Traffic: 3%,  Average Future Daily Traffic: 13,464 (year 2026),  Design Load: H 15,  Features Intersected: LUZERNE CO RAIL AUTHRITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: Railroad,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 4 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 17.7m (58.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.7m (35.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 60.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 3.93m (12.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $20,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $269,000 ( 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: 35001100201571,  Location: MOOSIC BORO .1 M S TR 502 (Lat: 41.352778,  Lng: -75.731414),  Route carried "on" structure: US 11,  Year Built: 1959,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.07m (6.79ft),  Average Daily Traffic: 9,752 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 12,671 (year 2026),  Design Load: H 15,  Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.348,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 15.8m (51.8ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 15.8m (51.8ft),  Out-to-Out Width: 18.3m (60.0ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Good,  Channel: Very good,  Operating Rating: 55.3 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.07m (6.79ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $18,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $248,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35001100401921,  Location: MOOSIC BORO OVER SR 8001 (Lat: 41.359750,  Lng: -75.718989),  Route carried "on" structure: US 11,  Year Built: 1966,  Status: Open,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 17,497 (year 2008),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,014 (year 2026),  Design Load: H 15,  Features Intersected: SR 8001 RAMP H
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.595,  Lanes on structure: 4,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.6m (61.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.0m (45.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 24.1m (79.1ft),  Out-to-Out Width: 25.8m (84.6ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 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: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.43m (4.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Bridge Improvement Cost: $25,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $334,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35008117900365,  Location: MOOSIC BORO .2 M S TR 502 (Lat: 41.349389,  Lng: -75.726500),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.62m (41.40ft),  Average Daily Traffic: 42,755 (year 2008),  Truck Traffic: 23%,  Average Future Daily Traffic: 54,725 (year 2025),  Design Load: H 15,  Features Intersected: LUZ CO R A & SPRNGBRK CR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.307,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 48.8m (160.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.5m (37.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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 2008,  Underwater Inspection Date: April 2008,  Bridge Improvement Cost: $26,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $352,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008117901164,  Location: MOOSIC BORO OVER TR 502 (Lat: 41.351250,  Lng: -75.725014),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 42,755 (year 2008),  Truck Traffic: 23%,  Average Future Daily Traffic: 54,725 (year 2025),  Design Load: H 15,  Features Intersected: SR 0502 TR 502
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.307,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.4m (103.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 78.0 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: Meets minimum limits,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 8.17m (26.80ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $72,000,  Roadway Improvement Cost: $212,000,  Total Project Cost: $972,000 ( Estimate for 2005),  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: 35008117910327,  Location: MOOSIC BORO .2 M S TR 502 (Lat: 41.350333,  Lng: -75.726111),  Route carried "on" structure: Interstate 81,  Year Built: 1955,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 12.04m (39.50ft),  Average Daily Traffic: 37,987 (year 2008),  Truck Traffic: 23%,  Average Future Daily Traffic: 50,179 (year 2026),  Design Load: H 15,  Features Intersected: RR & SPRINGBROOK CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.328,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 45.7m (149.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.0m (62.3ft),  Out-to-Out Width: 20.3m (66.6ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Poor,  Channel: Good,  Operating Rating: 51.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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: 12.04m (39.50ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $142,000,  Roadway Improvement Cost: $418,000,  Total Project Cost: $1,917,000 ( 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: 35008117911129,  Location: MOOSIC BORO OVER TR 502 (Lat: 41.351194,  Lng: -75.725711),  Route carried "on" structure: Interstate 81,  Year Built: 1955,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 37,987 (year 2008),  Truck Traffic: 23%,  Average Future Daily Traffic: 48,623 (year 2025),  Design Load: H 15,  Features Intersected: SR 0502 TR 502
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.328,  Lanes on structure: 4,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.2m (63.0ft),  Skew: 11 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 29.0m (95.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.2m (63.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 68.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.28m (23.88ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $95,000,  Roadway Improvement Cost: $280,000,  Total Project Cost: $1,285,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008117941879,  Location: MOOSIC BO OVR PA TURNPIKE (Lat: 41.355694,  Lng: -75.715192),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 35,010 (year 2008),  Truck Traffic: 17%,  Average Future Daily Traffic: 46,245 (year 2025),  Design Load: H 15,  Features Intersected: I-476 PA TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.112,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.9m (39.0ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: 2.65m (8.69ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2005,  Bridge Improvement Cost: $30,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $406,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008117950506,  Location: MOOSIC BORO OVER RAMP (Lat: 41.357056,  Lng: -75.716972),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Status: Open,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 35,111 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,378 (year 2027),  Design Load: H 15,  Features Intersected: SR 8001 RAMP
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.149,  Lanes on structure: 2,  Lanes under structure: 1,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 5 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.3m (33.8ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Poor,  Operating Rating: 71.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of corrective action,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.90m (19.36ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $47,000,  Roadway Improvement Cost: $138,000,  Total Project Cost: $635,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008117951964,  Location: MOOSIC BORO OVER TURNPIKE (Lat: 41.357417,  Lng: -75.713233),  Route carried "on" structure: Interstate 81,  Year Built: 1966,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 35,111 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,378 (year 2027),  Design Load: H 15,  Features Intersected: SR 0476 PA TURNPIKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.149,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 14.3m (46.9ft),  Skew: 12 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.8m (87.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 14.1m (46.3ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 88.9 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: Superior to present desirable criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.70m (8.86ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2005,  Bridge Improvement Cost: $23,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $311,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008118001503,  Location: MOOSIC BORO OVER SR 3031 (Lat: 41.357278,  Lng: -75.707219),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 35,010 (year 2008),  Truck Traffic: 17%,  Average Future Daily Traffic: 46,245 (year 2025),  Design Load: H 15,  Features Intersected: SR 3031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.920,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 13 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  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: 12.5m (41.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 30.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 4.60m (15.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $510,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008118011488,  Location: MOOSIC BORO OVER SR 3031 (Lat: 41.345000,  Lng: -75.706667),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 2005,  Status: Open,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 35,111 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,378 (year 2025),  Design Load: H 15,  Features Intersected: SR 3031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.084,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 12 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 14.9m (48.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Excellent,  Superstructure: Fair,  Substructure: Satisfactory,  Operating Rating: 52.6 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: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.78m (12.40ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $38,000,  Roadway Improvement Cost: $111,000,  Total Project Cost: $510,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008118102348,  Location: MOOSIC BORO .2M S SR 3016 (Lat: 41.368222,  Lng: -75.690325),  Route carried "on" structure: Interstate 81,  Year Built: 1962,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 3.20m (10.50ft),  Average Daily Traffic: 35,010 (year 2008),  Truck Traffic: 17%,  Average Future Daily Traffic: 46,245 (year 2025),  Design Load: H 15,  Features Intersected: LUZERNE CO RR AUTHORITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.531,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.5m (41.0ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 80.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 48.1 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: 3.20m (10.50ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $35,000,  Roadway Improvement Cost: $102,000,  Total Project Cost: $469,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35008118112067,  Location: MOOSIC BORO .2M S SR 3016 (Lat: 41.366667,  Lng: -75.760000),  Route carried "on" structure: Interstate 81,  Year Built: 1962,  Year Reconstructed: 2002,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 35,111 (year 2008),  Truck Traffic: 16%,  Average Future Daily Traffic: 46,378 (year 2025),  Design Load: H 15,  Features Intersected: LUZERNE CO. RR AUTHORITY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.693,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.5m (54.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.2m (53.1ft),  Out-to-Out Width: 17.5m (57.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 77.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $34,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $458,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 3505020020049,  Location: MOOSIC BORO .3 M E TR 11 (Lat: 41.351528,  Lng: -75.723194),  Route carried "on" structure: State highway 502,  Year Built: 1958,  Status: Open,  Structure Length: 4.21m (13.81ft),  Average Daily Traffic: 6,701 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,197 (year 2026),  Design Load: H 15,  Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.356,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 15.0m (49.2ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 39.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 0.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below),  Length Of Structure Improvement: 4.08m (13.39ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Bridge Improvement Cost: $69,000,  Roadway Improvement Cost: $202,000,  Total Project Cost: $926,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35050200301493,  Location: MOOSIC BORO .8 M E TR 11 (Lat: 41.350944,  Lng: -75.713500),  Route carried "on" structure: State highway 502,  Year Built: 1961,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 6,701 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 9,197 (year 2026),  Design Load: H 15,  Features Intersected: SPRING BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.863,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Skew: 6 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 25.9m (85.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Good,  Channel: Fair,  Operating Rating: 70.8 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: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 6.64m (21.78ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Epoxy Overlay
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Structure Number: 35303100100801,  Location: MOOSIC BORO 801' N TR 502 (Lat: 41.350889,  Lng: -75.708939),  Route carried "on" structure: State highway ,  Year Built: 1957,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 3,801 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 5,349 (year 2026),  Design Load: H 15,  Features Intersected: BRANCH OF SPRING BROOK,  Facility Carried by Structure: SR 3031
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  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: 10.0m (32.8ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Fair,  Operating Rating: 59.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 35.4 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: Equal 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 24 months,  Inspection Date: June 2006,  Underwater Inspection Date: June 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35741013140102,  Location: MOOSIC BORO W OF PARK STR (Lat: 41.355000,  Lng: -75.735000),  Route carried "on" structure: City street ,  Year Built: 1956,  Status: Posted for load,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 1,000 (year 2008),  Average Future Daily Traffic: 1,000 ,  Design Load: H 15,  Features Intersected: SPRINGBROOK CREEK,  Facility Carried by Structure: MAIN ST BR NO 2
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 2 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 17.1m (56.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.6m (41.3ft)

Condition: Deck: Fair,  Superstructure: Poor,  Substructure: Good,  Channel: Very good,  Operating Rating: 24.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 14.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below),  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: April 2008,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $81,000,  Total Project Cost: $373,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35747699011823,  Location: MOOSIC BOROUGH (Lat: 41.345000,  Lng: -75.708333),  Route carried "on" structure: Interstate 476,  Year Built: 1957,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 14.20m (46.59ft),  Average Daily Traffic: 6,575 (year 2001),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,133 (year 2012),  Design Load: H 15,  Features Intersected: SPRING BROOK;NB-700
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 34 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 1,  Length of Maximum Span: 43.3m (142.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 17.4m (57.1ft),  Out-to-Out Width: 19.1m (62.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 65.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 15.10m (49.54ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $177,000,  Roadway Improvement Cost: $522,000,  Total Project Cost: $2,393,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35747699011856,  Location: MOOSIC BOROUGH (Lat: 41.348333,  Lng: -75.710000),  Route carried "on" structure: Interstate 476,  Year Built: 1956,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 20.45m (67.09ft),  Average Daily Traffic: 6,575 (year 2001),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,133 (year 2012),  Design Load: H 15,  Features Intersected: SR 502,ERIE RR; NB-701
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: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 4,  Number Of Approach Spans: 2,  Length of Maximum Span: 57.6m (189.0ft),  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: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 61.7 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: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 21.10m (69.23ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $224,000,  Roadway Improvement Cost: $660,000,  Total Project Cost: $3,026,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35747699011881,  Location: MOOSIC BOROUGH (Lat: 41.348333,  Lng: -75.710000),  Route carried "on" structure: Interstate 476,  Year Built: 1955,  Year Reconstructed: 1994,  Status: Open,  Structure Length: 10.55m (34.61ft),  Average Daily Traffic: 6,575 (year 2001),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,100 (year 2012),  Design Load: H 15,  Features Intersected: ABAND.RR;NB-702
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 31 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 34.4m (112.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.6m (54.5ft),  Out-to-Out Width: 18.9m (62.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Fair,  Channel: Very good,  Operating Rating: 73.5 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: Somewhat better than minimum adequacy,  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,  Length Of Structure Improvement: 11.60m (38.06ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2007,  Bridge Improvement Cost: $103,000,  Roadway Improvement Cost: $303,000,  Total Project Cost: $1,388,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35747699011953,  Location: MOOSIC BOROUGH (Lat: 41.361667,  Lng: -75.718333),  Route carried "on" structure: Interstate 476,  Year Built: 1955,  Year Reconstructed: 1999,  Status: Open,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 6,575 (year 2001),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,133 (year 2012),  Design Load: H 15,  Features Intersected: US 11,SR0011;NB-703
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 8,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.3m (69.9ft),  Skew: 34 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 34.7m (113.8ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 16.5m (54.1ft),  Out-to-Out Width: 19.5m (64.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 88.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 52.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2007,  Bridge Improvement Cost: $41,000,  Roadway Improvement Cost: $121,000,  Total Project Cost: $554,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete
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Structure Number: 35747699012048,  Location: MOOSIC BOROUGH (Lat: 41.376667,  Lng: -75.718333),  Route carried "on" structure: Interstate 476,  Year Built: 1955,  Year Reconstructed: 1995,  Status: Open,  Structure Length: 22.86m (75.00ft),  Average Daily Traffic: 6,576 (year 2001),  Truck Traffic: 16%,  Average Future Daily Traffic: 5,133 (year 2012),  Design Load: H 15,  Features Intersected: LACKAW RV,& RR;NB-707
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 21.9m (71.9ft),  Skew: 35 degrees,  Material/Design: Steel continuous,  Design/Construction: Girder and Floorbeam System,  Number Of Spans In Main Unit: 3,  Number Of Approach Spans: 2,  Length of Maximum Span: 51.8m (169.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 16.9m (55.4ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 42.6 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: Equal to present minimum 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,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below),  Length Of Structure Improvement: 23.40m (76.77ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2007,  Underwater Inspection Date: July 2007,  Bridge Improvement Cost: $340,000,  Roadway Improvement Cost: $1,002,000,  Total Project Cost: $4,593,000,  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: 35800105200572,  Location: MOOSIC BORO OVER TR 11 NB (Lat: 41.356083,  Lng: -75.722422),  Route carried "on" structure: Ramp State highway ,  Year Built: 1966,  Status: Open,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 133 (year 2008),  Truck Traffic: 7%,  Average Future Daily Traffic: 176 (year 2025),  Design Load: H 15,  Features Intersected: SR 0011 TR 11 NB,  Facility Carried by Structure: SR 8001
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 64.4 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: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 5.50m (18.04ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $28,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $379,000 ( Estimate for 2005),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 35001100401921,  Location: MOOSIC BORO OVER SR 8001 (Lat: 41.359750,  Lng: -75.718989),  Route carried "under" structure: Ramp State highway ,  Year Built: 1966,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 133 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 8001 RAMP H,  Facility Carried by Structure: TR 11 BIRNEY AVE
Minimum Vertical Clearance: 4.65m (15.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 14.0m (45.9ft)

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Structure Number: 35008117901164,  Location: MOOSIC BORO OVER TR 502 (Lat: 41.351250,  Lng: -75.725014),  Route carried "under" structure: State highway 502,  Year Built: 1966,  Structure Length: 8.17m (26.80ft),  Average Daily Traffic: 6,701 (year 2008),  Truck Traffic: 3%,  Features Intersected: SR 0502 TR 502,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 15.93m (52.26ft),  Kilometerpoint: 0.356,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 31.4m (103.0ft)

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Structure Number: 35008117911129,  Location: MOOSIC BORO OVER TR 502 (Lat: 41.351194,  Lng: -75.725711),  Route carried "under" structure: State highway 502,  Year Built: 1955,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 6,701 (year 2008),  Truck Traffic: 3%,  Features Intersected: SR 0502 TR 502,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 12.88m (42.26ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 29.0m (95.1ft)

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Structure Number: 35008117941879,  Location: MOOSIC BO OVR PA TURNPIKE (Lat: 41.355694,  Lng: -75.715192),  Route carried "under" structure: Spur Other road 476,  Year Built: 1966,  Structure Length: 2.65m (8.69ft),  Average Daily Traffic: 30,409 (year 1984),  Truck Traffic: 10%,  Features Intersected: I-476 PA TURNPIKE,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 5.16m (16.93ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 25.9m (85.0ft)

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Structure Number: 35008117950506,  Location: MOOSIC BORO OVER RAMP (Lat: 41.357056,  Lng: -75.716972),  Route carried "under" structure: Ramp State highway ,  Year Built: 1966,  Structure Length: 5.94m (19.49ft),  Average Daily Traffic: 47 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 8001 RAMP,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.78m (15.68ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 1,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 23.5m (77.1ft)

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Structure Number: 35008117951964,  Location: MOOSIC BORO OVER TURNPIKE (Lat: 41.357417,  Lng: -75.713233),  Route carried "under" structure: Spur Other road 476,  Year Built: 1966,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 200 (year 1992),  Truck Traffic: 1%,  Features Intersected: SR 0476 PA TURNPIKE,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Length of Maximum Span: 26.8m (87.9ft)

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Structure Number: 35008118001503,  Location: MOOSIC BORO OVER SR 3031 (Lat: 41.357278,  Lng: -75.707219),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 4.60m (15.09ft),  Average Daily Traffic: 3,801 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 3031,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 5.39m (17.68ft),  Kilometerpoint: 1.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 16.8m (55.1ft)

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Structure Number: 35008118011488,  Location: MOOSIC BORO OVER SR 3031 (Lat: 41.345000,  Lng: -75.706667),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 3.78m (12.40ft),  Average Daily Traffic: 3,801 (year 2008),  Truck Traffic: 7%,  Features Intersected: SR 3031,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.42m (14.50ft),  Kilometerpoint: 1.001,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 14.9m (48.9ft)

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Structure Number: 35747699011856,  Location: MOOSIC BOROUGH (Lat: 41.348333,  Lng: -75.710000),  Route carried "under" structure: State highway 502,  Year Built: 1956,  Structure Length: 20.45m (67.09ft),  Average Daily Traffic: 6,701 (year 2008),  Truck Traffic: 3%,  Features Intersected: SR 502,ERIE RR; NB-701,  Facility Carried by Structure: PA TURNPIKE(I-476)
Minimum Vertical Clearance: 10.67m (35.01ft),  Kilometerpoint: 0.863,  Lanes on structure: 4,  Lanes under structure: 2,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 57.6m (189.0ft)

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Structure Number: 35747699011953,  Location: MOOSIC BOROUGH (Lat: 41.361667,  Lng: -75.718333),  Route carried "under" structure: US 11,  Year Built: 1955,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 8,780 (year 2008),  Truck Traffic: 15%,  Features Intersected: US 11,SR0011;NB-703,  Facility Carried by Structure: PA TURNPIKE(I-476)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 2.383,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 35747699011953,  Location: MOOSIC BOROUGH (Lat: 41.361667,  Lng: -75.718333),  Route carried "under" structure: US 11,  Year Built: 1955,  Structure Length: 3.75m (12.30ft),  Average Daily Traffic: 8,717 (year 2008),  Truck Traffic: 10%,  Features Intersected: US 11,SR0011;NB-703,  Facility Carried by Structure: PA TURNPIKE(I-476)
Minimum Vertical Clearance: 4.34m (14.24ft),  Kilometerpoint: 2.359,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.7m (113.8ft)

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Structure Number: 35800105200572,  Location: MOOSIC BORO OVER TR 11 NB (Lat: 41.356083,  Lng: -75.722422),  Route carried "under" structure: US 11,  Year Built: 1966,  Structure Length: 5.49m (18.01ft),  Average Daily Traffic: 8,780 (year 2008),  Truck Traffic: 15%,  Features Intersected: SR 0011 TR 11 NB,  Facility Carried by Structure: SR 8001
Minimum Vertical Clearance: 4.62m (15.16ft),  Kilometerpoint: 1.595,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 21.9m (71.9ft)

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