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Bridge Statistics for Margate, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Margate, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 14 Total length: 46 meters (151ft) Total average daily traffic: 336,029 Total average daily truck traffic: 14,907 National Bridge Inventory (NBI) Registered Bridges for Margate
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Find on map >>
Structure Number: 860015, Location: SR-7 South of SR-814 (Lat: 26.230628, Lng: -80.204778), Route carried "on" structure: US 441, Year Built: 1963, Year Reconstructed: 1996, Status: Open, Structure Length: 4.38m (14.37ft), Average Daily Traffic: 49,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 85,883 (year 2028), Design Load: HS 20, Features Intersected: Cypress Creek Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 28.648, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.0m (105.0ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, 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: 32.3m (106.0ft), Out-to-Out Width: 36.8m (120.7ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 53.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: November 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860593, Location: 2 mi W of Fl. Turnpike (Lat: 26.274456, Lng: -80.201953), Route carried "on" structure: State highway 441, Year Built: 1993, Status: Open, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 45,500 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 78,943 (year 2028), Design Load: HS 20+Mod, Features Intersected: Sample Road Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 33.579, Lanes on structure: 6, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 33.4m (109.6ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 68.1m (223.4ft), Curb-To-Curb Width: 33.4m (109.6ft), Out-to-Out Width: 34.2m (112.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 53.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.7 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864074, Location: 0.8MI WEST OF US-441 (Lat: 26.235369, Lng: -80.217350), Route carried "on" structure: County highway 814, Year Built: 1980, Status: Open, Structure Length: 0.73m (2.40ft), Average Daily Traffic: 40,400 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 70,094 (year 2027), Design Load: HS 20, Features Intersected: ONE MILE CANAL, Facility Carried by Structure: W ATLANTIC BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.435, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Skew: 20 degrees, Material/Design: Aluminum, Iron, Design/Construction: Culvert, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 1.7m (5.6ft) Condition: Channel: Good, Culverts: Satisfactory, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007 Find on map >>
Structure Number: 864089, Location: 0.1MI S OF ATLANTIC BLVD. (Lat: 26.230692, Lng: -80.184222), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 13,200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 15,840 (year 2025), Design Load: HS 20, Features Intersected: CYPRESS CREEK CANAL C-14, Facility Carried by Structure: LYONS RD. SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.3m (40.4ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 12.6m (41.3ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86409, Location: 0.1MI S OF ATLANTIC BLVD (Lat: 26.230692, Lng: -80.183992), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 5.33m (17.49ft), Average Daily Traffic: 32,956 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 39,547 (year 2025), Design Load: HS 20, Features Intersected: CYPRESS CK. CANAL C-14, Facility Carried by Structure: LYONS RD. NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.235, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 18.2m (59.7ft), Curb-To-Curb Width: 13.0m (42.7ft), Out-to-Out Width: 13.9m (45.6ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 40.9 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.0 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864091, Location: 0.1MI S OF ATLANTIC BLVD. (Lat: 26.230717, Lng: -80.183658), Route carried "on" structure: Ramp County highway , Year Built: 1986, Status: Open, Structure Length: 4.65m (15.26ft), Average Daily Traffic: 8,190 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 9,828 (year 2025), Design Load: HS 20, Features Intersected: CYPRESS CREEK CANAL C-14, Facility Carried by Structure: LYONS ROAD RAMP Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.032, Lanes on structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 6.2m (20.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 15.5m (50.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 6.2m (20.3ft), Out-to-Out Width: 9.3m (30.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 56.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 50.2 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2007, Underwater Inspection Date: May 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 867305, Location: 0.2MI N OF W ALANTIC BLV (Lat: 26.238156, Lng: -80.226789), Route carried "on" structure: City street , Year Built: 1972, Status: Posted for load, Structure Length: 1.71m (5.61ft), Average Daily Traffic: 9,225 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 15,615 (year 2027), Design Load: H 15, Features Intersected: RIPPLE CANAL, Facility Carried by Structure: NW 76 AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 11.1m (36.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 43.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.9 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: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 867307, Location: 1.1MI W OF SR-7(US-441) (Lat: 26.245319, Lng: -80.217583), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 11,167 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 19,375 (year 2027), Features Intersected: ONE MILE CANAL, Facility Carried by Structure: MARGATE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.923, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 20.1m (65.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 42.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.5 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 867308, Location: 0.4MI W OF SR-7 (US-441) (Lat: 26.244431, Lng: -80.206836), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 10,300 (year 2007), Truck Traffic: 7%, Average Future Daily Traffic: 17,350 (year 2027), Design Load: H 15, Features Intersected: MARGATE CANAL, Facility Carried by Structure: MARGATE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.027, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 15.5m (50.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.7m (22.0ft), Curb or Sidewalk Widths: Left: 1.1m (3.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 15.1m (49.5ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 35.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 21.3 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: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 10.0 - 19.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Other Special Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 867309, Location: 0.2MI S OF ROYAL PALM (Lat: 26.251208, Lng: -80.205928), Route carried "on" structure: City street , Year Built: 1965, Status: Posted for load, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 1,335 (year 2007), Truck Traffic: 2%, Average Future Daily Traffic: 2,316 (year 2027), Features Intersected: TROPIC CANAL, Facility Carried by Structure: NW 61ST AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.375, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.9m (25.9ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.9m (25.9ft), Out-to-Out Width: 10.6m (34.8ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 54.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.6 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: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86731, Location: 0.2MI W OF SR-7 (US-441) (Lat: 26.254700, Lng: -80.204119), Route carried "on" structure: City street , Year Built: 1965, Status: Open, Structure Length: 1.89m (6.20ft), Average Daily Traffic: 35,011 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 60,744 (year 2027), Features Intersected: MARGATE CANAL, Facility Carried by Structure: ROYAL PALM BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.355, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 14.0m (45.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 13.9m (45.6ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Fair, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.6 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 867312, Location: 0.2MI N OF ROYAL PALM (Lat: 26.257228, Lng: -80.210447), Route carried "on" structure: City street , Year Built: 1962, Status: Open, Structure Length: 1.80m (5.91ft), Average Daily Traffic: 545 (year 2005), Truck Traffic: 2%, Average Future Daily Traffic: 868 (year 2027), Design Load: H 15, Features Intersected: HOGANS CREEK, Facility Carried by Structure: NW 63RD AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 45.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 27.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), 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 minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 867313, Location: 0.2M S OF W ALANTIC BLVD. (Lat: 26.230253, Lng: -80.221472), Route carried "on" structure: City street , Year Built: 1978, Year Reconstructed: 1993, Status: Open, Structure Length: 3.90m (12.80ft), Average Daily Traffic: 19,200 (year 2005), Truck Traffic: 5%, Average Future Daily Traffic: 23,040 (year 2027), Design Load: HS 20, Features Intersected: POMPANO CANAL C-14, Facility Carried by Structure: ROCK ISLAND ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.358, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 19.0m (62.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 31.7m (104.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 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: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2007, Underwater Inspection Date: July 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860593, Location: 2 mi W of Fl. Turnpike (Lat: 26.274456, Lng: -80.201953), Route carried "under" structure: State highway 834, Year Built: 1993, Structure Length: 6.81m (22.34ft), Average Daily Traffic: 59,500 (year 2006), Truck Traffic: 4%, Features Intersected: Sample Road, Facility Carried by Structure: US-441/SR-7 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 4.841, Lanes on structure: 6, Lanes under structure: 8, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 68.1m (223.4ft) Discuss this city on our hugely popular Florida forum Back to: Margate, FL, Florida, All US cities.
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