Bridge Statistics for New Haven, Indiana (IN) - Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 883,  Location: 3.2 km W I-469 (Lat: 41.070000,  Lng: -85.028333),  Route carried "on" structure: State highway 930,  Year Built: 1930,  Year Reconstructed: 1985,  Status: Open,  Structure Length: 2.89m (9.48ft),  Average Daily Traffic: 17,144 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 24,157 (year 2026),  Design Load: H 20,  Features Intersected: TRIER DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.489,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 2,  Length of Maximum Span: 19.8m (65.0ft),  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  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,  Length Of Structure Improvement: 4.14m (13.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2008,  Bridge Improvement Cost: $190,000,  Total Project Cost: $190,000 ( Estimate for 2009),  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: 32854,  Location: 12.4 km E US 27 (Lat: 41.063333,  Lng: -84.990000),  Route carried "on" structure: Interstate 469,  Year Built: 1990,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 5,793 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,539 (year 2026),  Design Load: HS 20,  Features Intersected: US 30 & SR 930
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.892,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 18.5m (60.7ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 13.8m (45.3ft),  Out-to-Out Width: 14.7m (48.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 7614,  Location: 12.4 km E US 27 (Lat: 41.063333,  Lng: -84.990000),  Route carried "on" structure: Interstate 469,  Year Built: 1990,  Status: Open,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 5,793 (year 2004),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,539 (year 2026),  Design Load: HS 20,  Features Intersected: US 30 & SR 930
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.892,  Lanes on structure: 3,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 16.4m (53.8ft),  Skew: 1 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.6m (120.1ft),  Curb-To-Curb Width: 17.5m (57.4ft),  Out-to-Out Width: 18.4m (60.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 36.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.6 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: April 2007,  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: 200138,  Location: 0.1 km W LANDIN RD (Lat: 41.077450,  Lng: -85.020586),  Route carried "on" structure: City street 216,  Year Built: 1999,  Status: Open,  Structure Length: 3.10m (10.17ft),  Average Daily Traffic: 5,253 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 8,730 (year 2026),  Design Load: HS 20,  Features Intersected: TRIER DITCH,  Facility Carried by Structure: ROSE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Single/Spread,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.0m (32.8ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 9.4m (30.8ft)

Condition: Deck: Very good,  Superstructure: Excellent,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.5 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 3.10m (10.17ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $4,000,  Total Project Cost: $4,000 ( 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: 200145,  Location: 0.3 km S US 30 (Lat: 41.064678,  Lng: -85.020775),  Route carried "on" structure: Alternate City street ,  Year Built: 1965,  Status: Open,  Structure Length: 0.79m (2.59ft),  Average Daily Traffic: 3,001 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,988 (year 2026),  Features Intersected: COCHOIT DITCH,  Facility Carried by Structure: WERLING ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.7m (22.0ft),  Curb-To-Curb Width: 9.5m (31.2ft),  Out-to-Out Width: 9.7m (31.8ft)

Condition: Deck: Fair,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 31.5 metric tons,  Inventory Rating: 27.0 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 0.79m (2.59ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $18,000,  Total Project Cost: $18,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200278,  Location: 0.1 km W STATE ST (Lat: 41.072811,  Lng: -85.023111),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 3.38m (11.09ft),  Average Daily Traffic: 899 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,494 (year 2026),  Design Load: HS 20,  Features Intersected: TRIER DITCH,  Facility Carried by Structure: MAIN STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County 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: 3,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 9.8m (32.2ft)

Condition: Deck: Poor,  Superstructure: Fair,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 3.38m (11.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $289,000,  Roadway Improvement Cost: $58,000,  Total Project Cost: $424,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200279,  Location: 0.3 km E OF GREEN ST. (Lat: 41.073825,  Lng: -85.008381),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 1.18m (3.87ft),  Average Daily Traffic: 2,977 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 4,948 (year 2026),  Design Load: HS 20,  Features Intersected: MARTIN DITCH,  Facility Carried by Structure: SUMMIT STREET
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Box Beam or Girders - Multiple,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.2m (36.7ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Somewhat better than minimum adequacy,  Length Of Structure Improvement: 1.18m (3.87ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $15,000,  Total Project Cost: $15,000 ( Estimate for 2006),  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 20034,  Location: 1.1 km E OF GREEN ST (Lat: 41.070536,  Lng: -84.998128),  Route carried "on" structure: City street ,  Year Built: 1947,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 16,088 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 26,738 (year 2026),  Design Load: HS 20,  Features Intersected: MARTIN DITCH,  Facility Carried by Structure: DAWKINS ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 10.9m (35.8ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft),  Curb-To-Curb Width: 11.2m (36.7ft),  Out-to-Out Width: 12.1m (39.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Satisfactory,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200342,  Location: 0.1 km E OF GREEN (Lat: 41.077767,  Lng: -85.008989),  Route carried "on" structure: City street ,  Year Built: 1945,  Status: Open,  Structure Length: 0.85m (2.79ft),  Average Daily Traffic: 7,121 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 11,835 (year 2026),  Design Load: HS 20,  Features Intersected: MARTIN DITCH,  Facility Carried by Structure: ROSE AVENUE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.2m (26.9ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.6m (24.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200343,  Location: 0.3 km E OF HARTZELL (Lat: 41.070133,  Lng: -85.026981),  Route carried "on" structure: City street ,  Year Built: 1936,  Status: Open,  Structure Length: 3.26m (10.70ft),  Average Daily Traffic: 18,053 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 30,004 (year 2026),  Design Load: H 20,  Features Intersected: TRIER DITCH,  Facility Carried by Structure: OLD US 24
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Arch - Deck,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 19.8m (65.0ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 14.0m (45.9ft),  Out-to-Out Width: 18.2m (59.7ft)

Condition: Deck: Fair,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Fair,  Operating Rating: 25.2 metric tons,  Inventory Rating: 22.5 metric tons,  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: 3.26m (10.70ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $369,000,  Roadway Improvement Cost: $74,000,  Total Project Cost: $543,000 ( Estimate for 2006),  Deck Structure Type: Other,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200403,  Location: 0.6 km S SR 14 (Lat: 41.066108,  Lng: -84.981144),  Route carried "on" structure: City street 83,  Year Built: 1996,  Status: Open,  Structure Length: 1.50m (4.92ft),  Average Daily Traffic: 640 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,064 (year 2026),  Design Load: HS 20,  Features Intersected: MARTIN DRAIN,  Facility Carried by Structure: DOYLE ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 4 degrees,  Material/Design: Wood or Timber,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.7m (25.3ft),  Curb-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Very good,  Operating Rating: 43.2 metric tons,  Inventory Rating: 30.6 metric tons,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.52m (4.99ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $18,000,  Total Project Cost: $18,000 ( Estimate for 2006),  Deck Structure Type: Wood or Timber,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200607,  Location: 0.1 km N COURTNEY (Lat: 41.064889,  Lng: -85.040861),  Route carried "on" structure: City street ,  Year Built: 1996,  Status: Open,  Structure Length: 1.55m (5.09ft),  Average Daily Traffic: 619 (year 2006),  Truck Traffic: 1%,  Average Future Daily Traffic: 1,029 (year 2026),  Design Load: HS 20,  Features Intersected: TRIER DITCH,  Facility Carried by Structure: BROOKWOOD DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 14.3m (46.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.0m (6.6ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 54.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 1.55m (5.09ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Bridge Improvement Cost: $2,000,  Total Project Cost: $2,000 ( Estimate for 2006),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 200608,  Location: 0.4 km W MINNICH RD (Lat: 41.055703,  Lng: -85.005133),  Route carried "on" structure: City street 75,  Year Built: 1996,  Status: Open,  Structure Length: 0.80m (2.62ft),  Average Daily Traffic: 3,622 (year 2006),  Truck Traffic: 5%,  Average Future Daily Traffic: 6,020 (year 2026),  Design Load: HS 20,  Features Intersected: COCHOIT DRAIN,  Facility Carried by Structure: MOELLER ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 13.4m (44.0ft),  Skew: 3 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 3.5m (11.5ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 36.0 metric tons,  Inventory Rating: 32.4 metric tons,  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2006,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 32854,  Location: 12.4 km E US 27 (Lat: 41.063333,  Lng: -84.990000),  Route carried "under" structure: US 30,  Year Built: 1990,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 17,947 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 30 & SR 930,  Facility Carried by Structure: I-469 NBL
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 40.514,  Lanes on structure: 2,  Lanes under structure: 4,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)

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Structure Number: 7614,  Location: 12.4 km E US 27 (Lat: 41.063333,  Lng: -84.990000),  Route carried "under" structure: US 30,  Year Built: 1990,  Structure Length: 7.52m (24.67ft),  Average Daily Traffic: 17,947 (year 2004),  Truck Traffic: 5%,  Features Intersected: US 30 & SR 930,  Facility Carried by Structure: I-469 SBL
Minimum Vertical Clearance: 0.50m (1.64ft),  Kilometerpoint: 40.498,  Lanes on structure: 3,  Lanes under structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.6m (120.1ft)