Bridge Statistics for La Follette, Tennessee (TN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 7024700001,  Location: IN LAFOLLETTE-OF SR 9 (Lat: 36.376972,  Lng: -84.105111),  Route carried "on" structure: City street 2470,  Year Built: 2002,  Status: Open,  Structure Length: 1.16m (3.81ft),  Average Daily Traffic: 2,620 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,192 (year 2028),  Design Load: HS 20,  Features Intersected: CASPER SHARP BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.432,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Skew: 4 degrees,  Material/Design: Steel,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2006

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Structure Number: 7037480001,  Location: IN CITY OF LAFOLLETTE (Lat: 36.380028,  Lng: -84.119806),  Route carried "on" structure: City street 3748,  Year Built: 1950,  Status: Open,  Structure Length: 2.41m (7.91ft),  Average Daily Traffic: 3,860 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,176 (year 2028),  Design Load: HS 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.239,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.4m (21.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb-To-Curb Width: 6.4m (21.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Satisfactory,  Superstructure: Poor,  Substructure: Fair,  Channel: Good,  Operating Rating: 71.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Meets minimum limits,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 2.41m (7.91ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $162,000,  Roadway Improvement Cost: $17,000,  Total Project Cost: $244,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7037490001,  Location: S OF SR 63 - AT COUNTY LN (Lat: 36.387500,  Lng: -84.125278),  Route carried "on" structure: County highway 3749,  Year Built: 1991,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 2,050 (year 2007),  Truck Traffic: 2%,  Average Future Daily Traffic: 3,280 (year 2028),  Design Load: HS 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.587,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.9m (52.2ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 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: 7037660001,  Location: IN LAFOLLETTE (Lat: 36.384283,  Lng: -84.122617),  Route carried "on" structure: City street 3766,  Year Built: 1950,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 3.12m (10.24ft),  Average Daily Traffic: 890 (year 2007),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,424 (year 2028),  Design Load: HS 20+Mod,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.177,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.1m (33.1ft),  Material/Design: Prestressed concrete continuous,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 15.6m (51.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 8.9m (29.2ft),  Out-to-Out Width: 11.8m (38.7ft)

Condition: Deck: Excellent,  Superstructure: Excellent,  Substructure: Excellent,  Channel: Excellent,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Superior to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: January 2008,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 70A1650001,  Location: IN LAFOLLETTE-N OFF SR 9 (Lat: 36.360778,  Lng: -84.142500),  Route carried "on" structure: City street 165,  Year Built: 1930,  Status: Open,  Structure Length: 0.73m (2.40ft),  Average Daily Traffic: 680 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 1,088 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.933,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Skew: 3 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.4m (11.2ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.1m (26.6ft)

Condition: Channel: Fair,  Culverts: Fair,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 24.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.37m (4.49ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Bridge Improvement Cost: $178,000,  Roadway Improvement Cost: $18,000,  Total Project Cost: $268,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70A6220001,  Location: NW OF SR 9 IN LAFOLLETTE (Lat: 36.378528,  Lng: -84.129889),  Route carried "on" structure: City street 622,  Year Built: 1992,  Status: Open,  Structure Length: 4.85m (15.91ft),  Average Daily Traffic: 110 (year 2008),  Truck Traffic: 2%,  Average Future Daily Traffic: 176 (year 2028),  Design Load: HS 20,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.467,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 21.9m (71.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 7.9m (25.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2006,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 7S24450001,  Location: 2 M S OF SR9-SR63 JCT (Lat: 36.352778,  Lng: -84.127000),  Route carried "on" structure: City street 1041,  Year Built: 1936,  Status: Open,  Structure Length: 9.05m (29.69ft),  Average Daily Traffic: 2,700 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 4,320 (year 2028),  Design Load: H 20,  Features Intersected: BIG CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.802,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 22.6m (74.1ft),  Curb-To-Curb Width: 5.5m (18.0ft),  Out-to-Out Width: 6.2m (20.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 51.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 10.02m (32.87ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 60 months,  Inspection Date: June 2006,  Underwater Inspection Date: May 2004,  Bridge Improvement Cost: $1,626,000,  Roadway Improvement Cost: $163,000,  Total Project Cost: $2,440,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 7SR0090013,  Location: IN LAFOLLETTE (Lat: 36.382050,  Lng: -84.121133),  Route carried "on" structure: US 25,  Year Built: 1921,  Status: Open,  Structure Length: 2.38m (7.81ft),  Average Daily Traffic: 22,320 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 35,712 (year 2028),  Design Load: H 15,  Features Intersected: BIG CREEK,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 38.866,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 20 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 20.1m (65.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 25.7m (84.3ft),  Out-to-Out Width: 30.8m (101.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Fair,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Inventory Rating: 24.3 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.23m (10.60ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,218,000,  Roadway Improvement Cost: $122,000,  Total Project Cost: $1,828,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7SR0090015,  Location: IN LAFOLLETTE (Lat: 36.360583,  Lng: -84.142517),  Route carried "on" structure: US 25,  Year Built: 1947,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 27,450 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,920 (year 2028),  Design Load: H 15,  Features Intersected: HUNTERS BRANCH,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.036,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Poor,  Culverts: Good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $275,000 ( Estimate for 2008)

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Structure Number: 7SR0090017,  Location: 1 M NW OF LAFOLLETTE (Lat: 36.359767,  Lng: -84.143217),  Route carried "on" structure: US 25,  Year Built: 1947,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 27,450 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,920 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH,  Facility Carried by Structure: FAP 9
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 42.068,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 24 degrees,  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 4.6m (15.1ft)

Condition: Channel: Fair,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.91m (2.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $183,000,  Roadway Improvement Cost: $19,000,  Total Project Cost: $275,000 ( Estimate for 2008)

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Structure Number: 7SR0090019,  Location: 1 M NW OF LAFOLLETTE (Lat: 36.353433,  Lng: -84.150450),  Route carried "on" structure: US 25,  Year Built: 1947,  Status: Open,  Structure Length: 4.82m (15.81ft),  Average Daily Traffic: 27,450 (year 2007),  Truck Traffic: 4%,  Average Future Daily Traffic: 43,920 (year 2028),  Design Load: H 15,  Features Intersected: CSX RAILROAD,  Facility Carried by Structure: FAP 9 347406V
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 43.082,  Lanes on structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.7m (58.1ft),  Skew: 24 degrees,  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 14.6m (47.9ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Satisfactory,  Superstructure: Fair,  Substructure: Fair,  Operating Rating: 34.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 20.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 5.83m (19.13ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $1,666,000,  Roadway Improvement Cost: $167,000,  Total Project Cost: $2,500,000 ( Estimate for 2008),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7SR0630005,  Location: 2. M SE OF DAVIS CHAPEL (Lat: 36.389150,  Lng: -84.101833),  Route carried "on" structure: State highway 63,  Year Built: 1977,  Status: Open,  Structure Length: 0.67m (2.20ft),  Average Daily Traffic: 16,080 (year 2007),  Truck Traffic: 9%,  Average Future Daily Traffic: 25,728 (year 2028),  Design Load: H 15,  Features Intersected: BRANCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 12.408,  Lanes on structure: 4,  Base Highway Network: Yes (Inventory Route: 7SR0630,  Subroute: 1),  Owner: State Highway Agency,  Approaching Roadway Width: 21.9m (71.9ft),  Material/Design: Concrete continuous,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft),  Curb-To-Curb Width: 21.9m (71.9ft),  Out-to-Out Width: 22.9m (75.1ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 0.67m (2.20ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2007,  Bridge Improvement Cost: $146,000,  Roadway Improvement Cost: $15,000,  Total Project Cost: $220,000 ( Estimate for 2008),  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 7037540001,  Location: IN THE CITY OF LAFOLLETTE (Lat: 36.376833,  Lng: -84.130556),  Route carried "under" structure: City street 3754,  Year Built: 1945,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 450 (year 2007),  Truck Traffic: 2%,  Features Intersected: CSX RAILROAD/N 13TH ST
Minimum Vertical Clearance: 1.82m (5.97ft),  Kilometerpoint: 2.591,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 70A1650003,  Location: IN LAFOLLETTE (Lat: 36.357972,  Lng: -84.146556),  Route carried "under" structure: County highway 165,  Year Built: 1929,  Structure Length: 0.88m (2.89ft),  Average Daily Traffic: 690 (year 2008),  Truck Traffic: 2%,  Features Intersected: CSX RR/OLD JAKSBORO PK,  Facility Carried by Structure: CSX RR 347405N
Minimum Vertical Clearance: 3.81m (12.50ft),  Kilometerpoint: 1.481,  Lanes under structure: 2,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 6.7m (22.0ft)

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Structure Number: 70A6480001,  Location: IN LAFOLLETTE-W SR9&SR63 (Lat: 36.381583,  Lng: -84.126694),  Route carried "under" structure: City street 648,  Year Built: 1929,  Structure Length: 1.01m (3.31ft),  Average Daily Traffic: 110 (year 2008),  Truck Traffic: 2%,  Features Intersected: CSX RAILROAD/ N 5TH ST
Minimum Vertical Clearance: 1.83m (6.00ft),  Kilometerpoint: 0.402,  Lanes under structure: 1,  Material/Design: Concrete,  Design/Construction: Culvert,  Length of Maximum Span: 7.6m (24.9ft)

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Structure Number: 70A6540001,  Location: IN LAFOLLETTE (Lat: 36.384611,  Lng: -84.125694),  Route carried "under" structure: City street 654,  Year Built: 1929,  Structure Length: 1.43m (4.69ft),  Average Daily Traffic: 330 (year 2008),  Truck Traffic: 2%,  Features Intersected: CSX RAILROAD
Minimum Vertical Clearance: 0.48m (1.57ft),  Kilometerpoint: 0.016,  Lanes under structure: 2,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 10.1m (33.1ft)