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

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Structure Number: 4000811734,  Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288194,  Lng: -75.783864),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 35,815 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 47,309 (year 2027),  Design Load: H 15,  Features Intersected: SR 2039 & GARDENER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.368,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 10 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: 10.0m (32.8ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.40m (24.28ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: May 2005,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $107,000,  Total Project Cost: $488,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 40008117342048,  Location: LAFLIN BORO .5 M S EX#175 (Lat: 41.292500,  Lng: -75.778939),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 35,815 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 47,309 (year 2027),  Design Load: H 15,  Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.368,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  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: 11.4m (37.4ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  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: August 2007,  Bridge Improvement Cost: $75,000,  Roadway Improvement Cost: $222,000,  Total Project Cost: $1,016,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 4000811735,  Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288583,  Lng: -75.783667),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1987,  Status: Open,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 34,803 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 45,972 (year 2027),  Design Load: H 15,  Features Intersected: SR 2039 & GARDENER CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.560,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Skew: 10 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: 10.1m (33.1ft),  Out-to-Out Width: 11.4m (37.4ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Good,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.9 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,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 7.90m (25.92ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Underwater Inspection Date: August 2007,  Other Special Inspection Date: September 2004,  Bridge Improvement Cost: $39,000,  Roadway Improvement Cost: $114,000,  Total Project Cost: $522,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 40008117352185,  Location: LAFLIN BORO .6 M S EX#175 (Lat: 41.293111,  Lng: -75.778603),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 6.07m (19.91ft),  Average Daily Traffic: 34,803 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 45,972 (year 2027),  Design Load: H 15,  Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 54.560,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 15 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 22.6m (74.1ft),  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: 11.4m (37.4ft)

Condition: Deck: Serious,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 49.9 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: Meets minimum limits,  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: August 2007,  Bridge Improvement Cost: $49,000,  Roadway Improvement Cost: $144,000,  Total Project Cost: $660,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 40008117400686,  Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295250,  Lng: -75.775900),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 35,815 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 47,309 (year 2027),  Design Load: H 15,  Features Intersected: SR 2017 OLD BOSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.180,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $10,000,  Roadway Improvement Cost: $29,000,  Total Project Cost: $133,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 40008117410693,  Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295639,  Lng: -75.775839),  Route carried "on" structure: Interstate 81,  Year Built: 1963,  Year Reconstructed: 1983,  Status: Open,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 34,803 (year 2008),  Truck Traffic: 20%,  Average Future Daily Traffic: 45,972 (year 2027),  Design Load: H 15,  Features Intersected: SR 2017 OLD BOSTON ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 55.371,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 11 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.9m (45.6ft)

Condition: Deck: Poor,  Superstructure: Satisfactory,  Substructure: Fair,  Operating Rating: 81.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.0 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: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 3.80m (12.47ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2007,  Bridge Improvement Cost: $42,000,  Roadway Improvement Cost: $123,000,  Total Project Cost: $564,000 ( Estimate for 2007),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Latex Concrete

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Structure Number: 400315012,  Location: LAFLIN BORO JCT SR 2039 (Lat: 41.288889,  Lng: -75.784275),  Route carried "on" structure: State highway 315,  Year Built: 1963,  Status: Open,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 18,015 (year 2008),  Truck Traffic: 6%,  Average Future Daily Traffic: 24,723 (year 2026),  Design Load: H 15,  Features Intersected: GARDNERS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.210,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 20.0m (65.6ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Poor,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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 desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.10m (3.61ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: August 2006,  Underwater Inspection Date: August 2006,  Bridge Improvement Cost: $36,000,  Roadway Improvement Cost: $271,000,  Total Project Cost: $485,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 400315013,  Location: LAFLIN BORO JCT SR 2017 (Lat: 41.294444,  Lng: -75.778611),  Route carried "on" structure: State highway 315,  Year Built: 1984,  Status: Open,  Structure Length: 7.38m (24.21ft),  Average Daily Traffic: 14,443 (year 2008),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,823 (year 2026),  Design Load: H 15,  Features Intersected: READING BLUEMT& NORTHERN
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.938,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 18.3m (60.0ft),  Skew: 2 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 31.1m (102.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 19.6m (64.3ft),  Out-to-Out Width: 20.7m (67.9ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 82.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 49.0 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: August 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: 40201500100286,  Location: LAFLIN BORO 286' N SR2026 (Lat: 41.289500,  Lng: -75.806528),  Route carried "on" structure: State highway ,  Year Built: 1930,  Year Reconstructed: 1977,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 2,093 (year 2007),  Truck Traffic: 8%,  Average Future Daily Traffic: 2,852 (year 2026),  Design Load: H 15,  Features Intersected: GARDNER CREEK,  Facility Carried by Structure: SR 2015
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: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb or Sidewalk Widths: Left: 1.0m (3.3ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  Channel: Poor,  Operating Rating: 87.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.7 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.76m (2.49ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2006,  Underwater Inspection Date: September 2006,  Bridge Improvement Cost: $8,000,  Roadway Improvement Cost: $24,000,  Total Project Cost: $109,000 ( Estimate for 2006),  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 40202600300502,  Location: LAFLIN BO .1 M E SR 2015 (Lat: 41.289806,  Lng: -75.804861),  Route carried "on" structure: State highway ,  Year Built: 1946,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.46m (4.79ft),  Average Daily Traffic: 2,964 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 3,984 (year 2026),  Design Load: H 15,  Features Intersected: GARDNERS CREEK,  Facility Carried by Structure: SR 2026
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: State 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: 1,  Length of Maximum Span: 13.7m (44.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.2m (33.5ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Poor,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 68.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: October 2006,  Underwater Inspection Date: October 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: 4000811734,  Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288194,  Lng: -75.783864),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 7.62m (25.00ft),  Average Daily Traffic: 924 (year 2007),  Truck Traffic: 9%,  Features Intersected: SR 2039 & GARDENER CREEK,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 10.39m (34.09ft),  Kilometerpoint: 8.134,  Lanes on structure: 2,  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: 4000811735,  Location: LAFLIN BORO OVER SR 2039 (Lat: 41.288583,  Lng: -75.783667),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 7.92m (25.98ft),  Average Daily Traffic: 924 (year 2007),  Truck Traffic: 9%,  Features Intersected: SR 2039 & GARDENER CREEK,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 11.23m (36.84ft),  Kilometerpoint: 8.134,  Lanes on structure: 2,  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: 40008117400686,  Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295250,  Lng: -75.775900),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 3.60m (11.81ft),  Average Daily Traffic: 965 (year 2008),  Truck Traffic: 9%,  Features Intersected: SR 2017 OLD BOSTON ROAD,  Facility Carried by Structure: SR 0081 I-81 NB
Minimum Vertical Clearance: 5.79m (19.00ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 11.6m (38.1ft)

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Structure Number: 40008117410693,  Location: LAFLIN BORO OVER SR 2017 (Lat: 41.295639,  Lng: -75.775839),  Route carried "under" structure: State highway ,  Year Built: 1963,  Structure Length: 3.05m (10.01ft),  Average Daily Traffic: 965 (year 2008),  Truck Traffic: 9%,  Features Intersected: SR 2017 OLD BOSTON ROAD,  Facility Carried by Structure: SR 0081 I-81 SB
Minimum Vertical Clearance: 4.47m (14.67ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Lanes under structure: 2,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Length of Maximum Span: 11.6m (38.1ft)