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Bridge Statistics for New Smyrna Beach, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: New Smyrna Beach, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 20 Total length: 568 meters (1,864ft) Total costs: $1,518,000 Total average daily traffic: 185,136 Total average daily truck traffic: 8,504 National Bridge Inventory (NBI) Registered Bridges for New Smyrna Beach
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 790117, Location: New Smyrna Bch C.L. (Lat: 29.004444, Lng: -80.913889), Route carried "on" structure: US 5, Year Built: 1958, Status: Open, Structure Length: 0.64m (2.10ft), Average Daily Traffic: 32,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 56,388 (year 2028), Design Load: HS 20+Mod, Features Intersected: Canal, Facility Carried by Structure: US-1 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.773, Lanes on structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 24.3m (79.7ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 90.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 4.87m (15.98ft), Designated Inspection Frequency: Every 24 months, Inspection Date: July 2007, Bridge Improvement Cost: $92,000, Total Project Cost: $313,000 Find on map >>
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020278, Lng: -80.926111), Route carried "on" structure: State highway 44, Year Built: 1980, Status: Open, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 19,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 32,965 (year 2028), Design Load: HS 20, Features Intersected: US-1 & FECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 46.603, Lanes on structure: 4, Lanes under structure: 7, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 33.5m (109.9ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.5m (70.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 73.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 4.33m (14.21ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $46,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 790149, Location: SR-44-Berrys Canal (Lat: 29.028333, Lng: -80.918333), Route carried "on" structure: State highway 44, Year Built: 1994, Status: Open, Structure Length: 5.52m (18.11ft), Average Daily Traffic: 9,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 15,615 (year 2028), Design Load: HS 20, Features Intersected: Berrys Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.1m (43.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 9, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 22.4m (73.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.52m (18.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: January 2008, Underwater Inspection Date: January 2008, Bridge Improvement Cost: $17,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 79015, Location: SR-44 - Conners Canal (Lat: 29.031667, Lng: -80.913333), Route carried "on" structure: State highway 44, Year Built: 1994, Status: Open, Structure Length: 3.69m (12.11ft), Average Daily Traffic: 9,000 (year 2006), Truck Traffic: 6%, Average Future Daily Traffic: 15,615 (year 2028), Design Load: HS 20, Features Intersected: Conners Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.732, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.3m (46.9ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 2.4m (7.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 20.6m (67.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 58.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.69m (12.11ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2006, Underwater Inspection Date: April 2006, Bridge Improvement Cost: $11,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 790151, Location: SR-44 - Callalisa Creek (Lat: 29.028889, Lng: -80.903611), Route carried "on" structure: State highway 44, Year Built: 1990, Status: Open, Structure Length: 8.75m (28.71ft), Average Daily Traffic: 25,500 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 44,243 (year 2028), Design Load: HS 20, Features Intersected: Callalisa Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 48.919, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.8m (71.5ft), Skew: 29 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, 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: 21.8m (71.5ft), Out-to-Out Width: 31.9m (104.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 8.75m (28.71ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: September 2007, Underwater Inspection Date: September 2007, Bridge Improvement Cost: $27,000, Total Project Cost: $159,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy Find on map >>
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023611, Lng: -80.917778), Route carried "on" structure: State highway 44, Year Built: 1990, Status: Open, Structure Length: 74.53m (244.52ft), Average Daily Traffic: 25,500 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 44,243 (year 2028), Design Load: HS 20, Features Intersected: IWW Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 47.136, Lanes on structure: 4, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Skew: 30 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 23, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 27.7m (90.9ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Satisfactory, Channel: Very good, Operating Rating: 74.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.3 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: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 5.55m (18.21ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: August 2007, Underwater Inspection Date: August 2007, Bridge Improvement Cost: $58,000, Total Project Cost: $139,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete, Membrane: Epoxy, Deck Protection: Epoxy Coated Reinforcing Find on map >>
Structure Number: 790172, Location: SR-44 - Indian River (Lat: 29.038611, Lng: -80.908333), Route carried "on" structure: State highway 44, Year Built: 1997, Status: Open, Structure Length: 39.73m (130.35ft), Average Daily Traffic: 9,000 (year 2007), Truck Traffic: 6%, Average Future Daily Traffic: 15,615 (year 2029), Design Load: HS 20, Features Intersected: IWW Indian River Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.770, Lanes on structure: 2, Lanes under structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 13.4m (44.0ft), Navigation Control: Yes ( Vertical Clearance: 7.0m (23.0ft), Horizontal Clearance: 27.0m (88.6ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 10, Length of Maximum Span: 35.3m (115.8ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 12 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2007, Critical Feature Inspection Date: September 2007, Underwater Inspection Date: September 2007, Other Special Inspection Date: September 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 794022, Location: 1.9 miles West of US-1 (Lat: 29.051139, Lng: -80.959361), Route carried "on" structure: County highway , Year Built: 1967, Status: Posted for load, Structure Length: 6.10m (20.01ft), Average Daily Traffic: 2,599 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 3,145 (year 2025), Design Load: H 20, Features Intersected: Turnbull Creek, Facility Carried by Structure: Turnbull Bay Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.103, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 9.8m (32.2ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Fair, Channel: Good, Operating Rating: 24.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 14.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Length Of Structure Improvement: 7.00m (22.97ft), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2006, Other Special Inspection Date: April 2007, Bridge Improvement Cost: $300,000, Roadway Improvement Cost: $30,000, Total Project Cost: $450,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7957, Location: 0.2 mile N of Flagler Ave (Lat: 29.039444, Lng: -80.914444), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 2,165 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 2,620 (year 2025), Features Intersected: Brando Canal, Facility Carried by Structure: Barracuda Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.3m (20.7ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 15.2m (49.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 6.9m (22.6ft), Out-to-Out Width: 7.5m (24.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 40.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 795701, Location: 0.1 mi E of Riverside Dr (Lat: 29.018056, Lng: -80.913889), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.98m (3.22ft), Average Daily Traffic: 1,091 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,320 (year 2027), Design Load: H 15, Features Intersected: Yacht Club Cut, Facility Carried by Structure: Fifth Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 4.9m (16.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 9.8m (32.2ft), Curb-To-Curb Width: 5.5m (18.0ft), Out-to-Out Width: 6.1m (20.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 20.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 16.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of replacement, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: > 39.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2006, Underwater Inspection Date: May 2006, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 795713, Location: 200 feet S of 10th Street (Lat: 29.005417, Lng: -80.910722), Route carried "on" structure: City street , Year Built: 1962, Status: Posted for load, Structure Length: 1.52m (4.99ft), Average Daily Traffic: 3,820 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 4,622 (year 2027), Design Load: HS 20, Features Intersected: Gabordy's Canal, Facility Carried by Structure: Riverside Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.548, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 9.5m (31.2ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 27.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 16.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: High priority of corrective action, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below), Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: May 2006, Other Special Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 795729, Location: 200 feet S of 10th Street (Lat: 29.009722, Lng: -80.914028), Route carried "on" structure: City street , Year Built: 1940, Status: Open, Structure Length: 0.66m (2.17ft), Average Daily Traffic: 5,458 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 6,604 (year 2024), Features Intersected: Gabordy's Canal, Facility Carried by Structure: Magnolia St. 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), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.1m (10.2ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 90.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 57.2 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: May 2006 Find on map >>
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020278, Lng: -80.926111), Route carried "under" structure: US 5, Year Built: 1980, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 32,500 (year 2006), Truck Traffic: 5%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 7.47m (24.51ft), Kilometerpoint: 28.938, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020278, Lng: -80.926111), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 3.63m (11.91ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 790128, Location: SR-44 over US-1 (Lat: 29.020278, Lng: -80.926111), Route carried "under" structure: City street , Year Built: 1980, Structure Length: 21.85m (71.69ft), Average Daily Traffic: 1,000 (year 2005), Truck Traffic: 1%, Features Intersected: US-1 & FECRR, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 33.5m (109.9ft) Find on map >>
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023611, Lng: -80.917778), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 74.53m (244.52ft), Average Daily Traffic: 2,500 (year 2001), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 4.81m (15.78ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023611, Lng: -80.917778), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 74.53m (244.52ft), Average Daily Traffic: 2,500 (year 2001), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 10.66m (34.97ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023611, Lng: -80.917778), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 74.53m (244.52ft), Average Daily Traffic: 500 (year 2001), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 4.23m (13.88ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 790152, Location: SR-44 - Indian River (Lat: 29.023611, Lng: -80.917778), Route carried "under" structure: City street , Year Built: 1990, Structure Length: 74.53m (244.52ft), Average Daily Traffic: 500 (year 2001), Truck Traffic: 1%, Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 4.23m (13.88ft), Kilometerpoint: 0.000, Lanes on structure: 4, Lanes under structure: 1, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 39.6m (129.9ft) Find on map >>
Structure Number: 790172, Location: SR-44 - Indian River (Lat: 29.038611, Lng: -80.908333), Route carried "under" structure: City street , Year Built: 1997, Structure Length: 39.73m (130.35ft), Average Daily Traffic: 3 (year 2001), Features Intersected: IWW Indian River, Facility Carried by Structure: SR-44 Minimum Vertical Clearance: 5.15m (16.90ft), Kilometerpoint: 0.177, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel, Design/Construction: Movable - Bascule, Length of Maximum Span: 35.3m (115.8ft) Discuss this city on our hugely popular Florida forum Back to: New Smyrna Beach, FL, Florida, All US cities.
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