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

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Structure Number: 35010601722329,  Location: CRBNDLE 360' N BUS SR6 (Lat: 41.574056,  Lng: -75.502889),  Route carried "on" structure: State highway 106,  Year Built: 2006,  Status: Open,  Structure Length: 1.71m (5.61ft),  Average Daily Traffic: 8,200 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 12,319 (year 2026),  Design Load: H 15,  Features Intersected: LACKAWANNA RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.599,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 14.2m (46.6ft),  Out-to-Out Width: 18.6m (61.0ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Very good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2006,  Bridge Improvement Cost: $-1,000,  Roadway Improvement Cost: $-1,000,  Total Project Cost: $-1,000,  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: 35101900900724,  Location: CARBONDALE CITY OVER TR 6 (Lat: 41.557778,  Lng: -75.490833),  Route carried "on" structure: State highway ,  Year Built: 1996,  Status: Open,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 707 (year 2008),  Truck Traffic: 1%,  Average Future Daily Traffic: 970 (year 2026),  Design Load: H 15,  Features Intersected: SR 0006 EB & WB,  Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.048,  Lanes on structure: 2,  Lanes under structure: 8,  Owner: State Highway Agency,  Approaching Roadway Width: 10.7m (35.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 41.5m (136.2ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 10.5m (34.4ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Satisfactory,  Superstructure: Very good,  Substructure: Good,  Inventory Rating: 40.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than 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: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 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: 35104100200481,  Location: CARBONDALE CTY .3M E 6006 (Lat: 41.563250,  Lng: -75.518297),  Route carried "on" structure: Business State highway ,  Year Built: 1963,  Status: Open,  Structure Length: 3.02m (9.91ft),  Average Daily Traffic: 3,176 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 4,360 (year 2026),  Design Load: H 15,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: SR 1041 OLD RTE 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.249,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 2 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 14.6m (47.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 86.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35600604820587,  Location: CRBNDALE CTY 1M W SR 1041 (Lat: 41.568222,  Lng: -75.510375),  Route carried "on" structure: US 6B,  Year Built: 1984,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 16,376 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,941 (year 2026),  Design Load: H 15,  Features Intersected: FALL BROOK,  Facility Carried by Structure: SR 6006
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.396,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.3m (37.1ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Inventory Rating: 58.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.80m (5.91ft),  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35600604822427,  Location: CARBONDALE CITY 8TH AVE (Lat: 41.569444,  Lng: -75.504167),  Route carried "on" structure: US 6B,  Year Built: 1998,  Status: Open,  Structure Length: 1.89m (6.20ft),  Average Daily Traffic: 16,376 (year 2008),  Truck Traffic: 3%,  Average Future Daily Traffic: 20,941 (year 2026),  Design Load: H 15,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: SR 6006 EIGHTH AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 18.396,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.9m (62.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.1m (36.4ft),  Out-to-Out Width: 14.8m (48.6ft)

Condition: Deck: Good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 59.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.56m (8.40ft),  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: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 35600605000209,  Location: CARBONDALE 200' W TR 171 (Lat: 41.575222,  Lng: -75.498972),  Route carried "on" structure: Business US 6B,  Year Built: 1963,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 12,593 (year 2007),  Truck Traffic: 7%,  Average Future Daily Traffic: 17,258 (year 2026),  Design Load: H 15,  Features Intersected: RACKET BROOK,  Facility Carried by Structure: SR 6006 BUSINESS 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.983,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 10.4m (34.1ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 50.8 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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Underwater Inspection Date: July 2006,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $100,000,  Total Project Cost: $162,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35730119070004,  Location: SPRING ST.CARBONDALE (Lat: 41.574583,  Lng: -75.495778),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Posted for load,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 70 (year 2002),  Average Future Daily Traffic: 88 (year 1999),  Design Load: H 15,  Features Intersected: RACKET BROOK,  Facility Carried by Structure: SPRING(CABOND.C.4)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.8m (19.0ft),  Material/Design: Concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.3m (24.0ft),  Curb-To-Curb Width: 5.3m (17.4ft),  Out-to-Out Width: 5.5m (18.0ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Poor,  Channel: Satisfactory,  Operating Rating: 6.4 metric tons,  Inventory Rating: 3.6 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Better than 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: 0.82m (2.69ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 12 months,  Inspection Date: January 2006,  Underwater Inspection Date: January 2006,  Bridge Improvement Cost: $12,000,  Roadway Improvement Cost: $36,000,  Total Project Cost: $163,000,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35730119080005,  Location: 6TH AVENUE CARBONDALE (Lat: 41.571667,  Lng: -75.503333),  Route carried "on" structure: City street ,  Year Built: 1950,  Status: Closed,  Structure Length: 1.65m (5.41ft),  Average Daily Traffic: 400 (year 2002),  Average Future Daily Traffic: 525 (year 1999),  Design Load: H 15,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: 6TH AVE(CARBON C2)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Skew: 1 degrees,  Material/Design: Concrete continuous,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.8m (5.9ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Superstructure: Critical,  Substructure: Fair,  Channel: Fair,  Operating Rating: 17.2 metric tons,  Inventory Rating: 13.6 metric tons,  Structural Evaluation: High priority of replacement,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than 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: 2.29m (7.51ft),  Designated Inspection Frequency: Every 12 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Underwater Inspection Date: January 2006,  Bridge Improvement Cost: $93,000,  Roadway Improvement Cost: $274,000,  Total Project Cost: $1,257,000

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Structure Number: 3573011908001,  Location: 7TH AVE CARBONDALE (Lat: 41.570861,  Lng: -75.503806),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 1.86m (6.10ft),  Average Daily Traffic: 140 (year 2002),  Average Future Daily Traffic: 100 ,  Design Load: H 15,  Features Intersected: LACKAWANNA RIVER,  Facility Carried by Structure: 7TH(CARBOND CY 3)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.8m (25.6ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 49.0 metric tons,  Inventory Rating: 32.7 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.86m (6.10ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2006,  Underwater Inspection Date: January 2006,  Bridge Improvement Cost: $7,000,  Roadway Improvement Cost: $28,000,  Total Project Cost: $92,000,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 35101900900724,  Location: CARBONDALE CITY OVER TR 6 (Lat: 41.557778,  Lng: -75.490833),  Route carried "under" structure: US 6,  Year Built: 1996,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 4,850 (year 2007),  Truck Traffic: 4%,  Features Intersected: SR 0006 EB & WB,  Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 34.461,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)

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Structure Number: 35101900900724,  Location: CARBONDALE CITY OVER TR 6 (Lat: 41.557778,  Lng: -75.490833),  Route carried "under" structure: US 6,  Year Built: 1996,  Structure Length: 11.37m (37.30ft),  Average Daily Traffic: 5,454 (year 2007),  Truck Traffic: 4%,  Features Intersected: SR 0006 EB & WB,  Facility Carried by Structure: SR 1019
Minimum Vertical Clearance: 8.23m (27.00ft),  Kilometerpoint: 34.549,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 41.5m (136.2ft)