Bridge Statistics for Georgia, Vermont (VT)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 100608000806081,  Location: 0.01 MI TO JCT W CL3 TH9 (Lat: 44.779842,  Lng: -73.144039),  Route carried "on" structure: Other road C2003,  Year Built: 1948,  Status: Open,  Structure Length: 2.71m (8.89ft),  Average Daily Traffic: 1,100 (year 2019),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,155 (year 2029),  Design Load: H 15,  Features Intersected: MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 26.2m (86.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.3m (24.0ft),  Out-to-Out Width: 8.4m (27.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 48.1 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 27.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.71m (8.89ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $854,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $904,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100608000906081,  Location: 0.15 MI TO JCT W C3 TH27 (Lat: 44.717514,  Lng: -73.165103),  Route carried "on" structure: Other road C3043,  Year Built: 1994,  Status: Open,  Structure Length: 1.37m (4.49ft),  Average Daily Traffic: 673 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 707 (year 2029),  Design Load: HS 20,  Features Intersected: STONE BRIDGE BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 13.1m (43.0ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 7.7m (25.3ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100608001006081,  Location: 0.1 MI S JCT VT 104A (Lat: 44.679397,  Lng: -73.081883),  Route carried "on" structure: Other road C2001,  Year Built: 1986,  Status: Open,  Structure Length: 9.81m (32.19ft),  Average Daily Traffic: 600 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 630 (year 2029),  Design Load: HS 20,  Features Intersected: LAMOILLE RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 8.1m (26.6ft),  Out-to-Out Width: 8.8m (28.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 62.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 35.4 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than 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,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 48 months,  Inspection Date: July 2020,  Underwater Inspection Date: August 2019,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Deck Protection: Epoxy Coated Reinforcing

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Structure Number: 100608002606081,  Location: 0.25 MI TO JCT W CL2 TH3 (Lat: 44.750394,  Lng: -73.143669),  Route carried "on" structure: Other road C3014,  Year Built: 1976,  Status: Open,  Structure Length: 0.61m (2.00ft),  Average Daily Traffic: 400 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 420 (year 2029),  Design Load: HS 20+Mod,  Features Intersected: BROOK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 6.1m (20.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 54.4 metric tons,  Method Used To Determine Operating Rating: Field evaluation and documented engineering judgment,  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Field evaluation and documented engineering judgment,  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 100608003006081,  Location: 0.1 MI TO JCT W CL3 TH9 (Lat: 44.776439,  Lng: -73.131836),  Route carried "on" structure: Other road C3011,  Year Built: 1906,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 20 (year 2019),  Truck Traffic: 2%,  Average Future Daily Traffic: 21 (year 2029),  Features Intersected: MILL RIVER
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 1,  Owner: Town or Township Highway Agency,  Approaching Roadway Width: 3.7m (12.1ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.9m (39.0ft),  Curb-To-Curb Width: 4.5m (14.8ft),  Out-to-Out Width: 4.9m (16.1ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Satisfactory,  Channel: Very good,  Operating Rating: 53.5 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 39.9 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present minimum criteria,  Length Of Structure Improvement: 1.25m (4.10ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Bridge Improvement Cost: $231,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $281,000 ( Estimate for 2020),  Deck Structure Type: Wood or Timber

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Structure Number: 200023000106082,  Location: 1.1 MI E JCT. U.S.7 (Lat: 44.683142,  Lng: -73.092394),  Route carried "on" structure: Alternate State highway 104A,  Year Built: 2020,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 3,500 (year 2018),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,200 (year 2041),  Design Load: HL 93,  Features Intersected: ARROW HEAD LAKE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.991,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.4m (89.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 56.2 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 2.87m (9.42ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: August 2021,  Bridge Improvement Cost: $1,030,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $1,080,000 ( Estimate for 2020),  Deck Structure Type: Other,  Wearing Surface/Protective System: Deck Protection: Other

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Structure Number: 200089084N06082,  Location: 0.8 MI S EXIT 18 (Lat: 44.692969,  Lng: -73.122050),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 23,400 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,570 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER TH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.023,  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,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200089084S06082,  Location: 0.8 MI S EXIT 18 (Lat: 44.693217,  Lng: -73.122622),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 2.87m (9.42ft),  Average Daily Traffic: 23,400 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 24,570 (year 2028),  Design Load: H 15,  Features Intersected: I 89 OVER TH NO 6
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 170.023,  Lanes on structure: 2,  Lanes under structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 12 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 27.7m (90.9ft),  Curb or Sidewalk Widths: Left: 0.2m (0.7ft),  Right: 0.2m (0.7ft),  Curb-To-Curb Width: 11.4m (37.4ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200089086N06082,  Location: 1.0 MI N EXIT 18 (Lat: 44.705853,  Lng: -73.090844),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 22.92m (75.20ft),  Average Daily Traffic: 22,000 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,100 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER NECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 8,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200089086S06082,  Location: 1.0 MI N EXIT 18 (Lat: 44.705986,  Lng: -73.091056),  Route carried "on" structure: Interstate 89,  Year Built: 1967,  Status: Open,  Structure Length: 25.79m (84.61ft),  Average Daily Traffic: 22,000 (year 2018),  Truck Traffic: 13%,  Average Future Daily Traffic: 23,100 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 OVER NECRR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 172.903,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Skew: 10 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 28.0m (91.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Operating Rating: 89.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 57.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Underclear: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 200285015704052,  Location: 1.0 MI N JCT. VT.2A (Lat: 44.565650,  Lng: -73.157356),  Route carried "on" structure: US 7,  Year Built: 1924,  Year Reconstructed: 1969,  Status: Open,  Structure Length: 1.04m (3.41ft),  Average Daily Traffic: 12,100 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 12,705 (year 2028),  Design Load: H 15,  Features Intersected: MALLETTS CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 226.599,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.4m (30.8ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.5m (34.4ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Fair,  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: Somewhat better than minimum adequacy,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 1.04m (3.41ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Bridge Improvement Cost: $408,000,  Roadway Improvement Cost: $50,000,  Total Project Cost: $458,000 ( Estimate for 2020),  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 200285163A06082,  Location: 0.3 MI N JCT VT 104A (Lat: 44.699089,  Lng: -73.106403),  Route carried "on" structure: US 7,  Year Built: 1968,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 7,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 7,875 (year 2028),  Design Load: HS 20,  Features Intersected: I 89 UNDER US 7
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 245.086,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 13.7m (44.9ft),  Skew: 3 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 27.4m (89.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 11.6m (38.1ft),  Out-to-Out Width: 13.3m (43.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: June 2020,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous,  Membrane: Preformed Fabric

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Structure Number: 100608000706081,  Location: 0.1 MI TO JCT VT 104A (Lat: 44.678744,  Lng: -73.083189),  Route carried "under" structure: Other road C2001,  Year Built: 1925,  Structure Length: 0. m,  Average Daily Traffic: 600 (year 1998),  Truck Traffic: 2%,  Features Intersected: NEW ENGLAND CENTRAL RR,  Facility Carried by Structure: RAILROAD
Kilometerpoint: 0.000,  Material/Design: Steel,  Design/Construction: Girder and Floorbeam System,  Length of Maximum Span: 18.9m (62.0ft)

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Structure Number: 200023000206082,  Location: 1.7 MI E JCT. U.S.7 (Lat: 44.680233,  Lng: -73.083347),  Route carried "under" structure: Alternate State highway 104A,  Year Built: 1974,  Structure Length: 0. m,  Average Daily Traffic: 3,800 (year 1998),  Features Intersected: NECRR OVER VT 104A,  Facility Carried by Structure: RAILROAD
Kilometerpoint: 27.852,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.5m (100.1ft)

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Structure Number: 200285163A06082,  Location: 0.3 MI N JCT VT 104A (Lat: 44.699089,  Lng: -73.106403),  Route carried "under" structure: Interstate 89,  Year Built: 1967,  Structure Length: 0. m,  Average Daily Traffic: 16,800 (year 1998),  Truck Traffic: 13%,  Features Intersected: I 89 UNDER US 7,  Facility Carried by Structure: US 00007 ML
Minimum Vertical Clearance: 5.41m (17.75ft),  Kilometerpoint: 275.898,  Lanes on structure: 2,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 27.4m (89.9ft)