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Bridge Statistics for Merritt Island, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Merritt Island, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 18 Total length: 290 meters (951ft) Total costs: $5,172,000 Total average daily traffic: 387,554 Total average daily truck traffic: 20,794 National Bridge Inventory (NBI) Registered Bridges for Merritt Island
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 700017, Location: SR-528 WB - SR-3 (Lat: 28.403333, Lng: -80.706667), Route carried "on" structure: State highway 528, Year Built: 1971, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,568 (year 2028), Design Load: HS 20, Features Intersected: SR-3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.345, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 9.8m (32.2ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 69.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700026, Location: SR-528 WB - Banana R. Dr (Lat: 28.405000, Lng: -80.676667), Route carried "on" structure: State highway 528, Year Built: 1963, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,568 (year 2028), Design Load: HS 20+Mod, Features Intersected: Banana River Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.481, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.8m (32.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 8.8m (28.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 74.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 3.00m (9.84ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Bridge Improvement Cost: $33,000, Total Project Cost: $203,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700027, Location: SR-528 WB-Banana R Rel. (Lat: 28.405000, Lng: -80.668333), Route carried "on" structure: State highway 528, Year Built: 1963, Status: Open, Structure Length: 8.55m (28.05ft), Average Daily Traffic: 20,250 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,134 (year 2028), Design Load: HS 20+Mod, Features Intersected: Banana River Relief Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.0m (29.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 75.3 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: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: Febuary 2008, Bridge Improvement Cost: $60,000, Total Project Cost: $752,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700072, Location: SR-3 SB over Barge Canal (Lat: 28.408333, Lng: -80.658333), Route carried "on" structure: State highway 3, Year Built: 1961, Year Reconstructed: 1998, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 17,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 29,495 (year 2028), Design Load: H 20, Features Intersected: Barge Canal Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 5.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.4m (24.3ft), Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 42.7m (140.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 8.7m (28.5ft), Out-to-Out Width: 11.3m (37.1ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 37.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 22.3 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: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Length Of Structure Improvement: 9.08m (29.79ft), 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: June 2006, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: June 2006, Other Special Inspection Date: June 2007, Bridge Improvement Cost: $605,000, Total Project Cost: $740,000, Deck Structure Type: Open Grating Find on map >>
Structure Number: 70011, Location: SR-528 WB - Indian River (Lat: 28.402222, Lng: -80.738056), Route carried "on" structure: State highway 528, Year Built: 1970, Status: Open, Structure Length: 70.13m (230.09ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 45,978 (year 2028), Design Load: HS 20, Features Intersected: Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.158, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 10.6m (34.8ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 19.8m (65.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Number Of Approach Spans: 22, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 9.6m (31.5ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 50.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 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: 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: June 2006, Underwater Inspection Date: January 2005, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700111, Location: SR-528 EB - SR-3 (Lat: 28.403333, Lng: -80.706667), Route carried "on" structure: State highway 528, Year Built: 1970, Status: Open, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,568 (year 2028), Design Load: HS 20, Features Intersected: SR-3 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.345, Lanes on structure: 2, Lanes under structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 30.2m (99.1ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 68.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 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, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700113, Location: SR-528 EB - Banana R. Dr (Lat: 28.405000, Lng: -80.676667), Route carried "on" structure: State highway 528, Year Built: 1970, Status: Open, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,568 (year 2028), Design Load: HS 20, Features Intersected: Banana River Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.481, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 9.9m (32.5ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.5m (86.9ft), Curb-To-Curb Width: 10.1m (33.1ft), Out-to-Out Width: 10.7m (35.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 73.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700114, Location: SR-528 EB - Banana R Rel. (Lat: 28.405000, Lng: -80.668333), Route carried "on" structure: State highway 528, Year Built: 1970, Status: Open, Structure Length: 8.55m (28.05ft), Average Daily Traffic: 20,250 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 35,134 (year 2028), Design Load: HS 20+Mod, Features Intersected: Banana River Relief Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.959, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 9.7m (31.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 54.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.4 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: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.53m (27.99ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Underwater Inspection Date: Febuary 2008, Bridge Improvement Cost: $60,000, Total Project Cost: $752,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700146, Location: SR-404 EB-Banana Riv Rel (Lat: 28.208611, Lng: -80.634167), Route carried "on" structure: State highway 404, Year Built: 1971, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 18,750 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 32,531 (year 2028), Design Load: HS 20, Features Intersected: Banana River Relief West Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.759, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 12.8m (42.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 9.17m (30.09ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2007, Underwater Inspection Date: December 2007, Bridge Improvement Cost: $75,000, Total Project Cost: $2,725,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700193, Location: SR-520 - Sykes Creek (Lat: 28.356944, Lng: -80.680278), Route carried "on" structure: State highway 520, Year Built: 1995, Status: Open, Structure Length: 12.12m (39.76ft), Average Daily Traffic: 32,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 56,388 (year 2028), Design Load: HS 20+Mod, Features Intersected: Sykes Creek Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.171, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.3m (92.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 20.3m (66.6ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.1m (95.5ft), Out-to-Out Width: 39.0m (128.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 85.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.4 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: January 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700201, Location: SR-3 NB over Barge Canal (Lat: 28.408333, Lng: -80.658333), Route carried "on" structure: State highway 3, Year Built: 1997, Status: Open, Structure Length: 9.08m (29.79ft), Average Daily Traffic: 17,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 29,495 (year 2028), Design Load: HS 20, Features Intersected: Barge Canal Minimum Vertical Clearance: 5.94m (19.49ft), Kilometerpoint: 5.626, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 7.6m (24.9ft), Navigation Control: Yes ( Vertical Clearance: 6.5m (21.3ft), Horizontal Clearance: 27.3m (89.6ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 2, Length of Maximum Span: 39.9m (130.9ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable 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: June 2006, Critical Feature Inspection Date: June 2007, Underwater Inspection Date: June 2006, Other Special Inspection Date: June 2007, Deck Structure Type: Open Grating Find on map >>
Structure Number: 700208, Location: SR-520 - Banana River (Lat: 28.355000, Lng: -80.655000), Route carried "on" structure: State highway 520, Year Built: 2003, Status: Open, Structure Length: 6.41m (21.03ft), Average Daily Traffic: 32,500 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 56,388 (year 2028), Design Load: HS 25, Features Intersected: Banana River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.111, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 23.5m (77.1ft), Skew: 30 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 7, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 23.2m (76.1ft), Out-to-Out Width: 29.4m (96.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 86.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.6 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: 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700221, Location: SR-528 EB - Indian River (Lat: 28.401717, Lng: -80.741361), Route carried "on" structure: State highway 528, Year Built: 2006, Status: Open, Structure Length: 116.83m (383.30ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 45,978 (year 2028), Design Load: HS 20, Features Intersected: Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 10.158, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.2m (56.4ft), 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: 1, Number Of Approach Spans: 24, Length of Maximum Span: 49.1m (161.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 18.3m (60.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Excellent, Operating Rating: 87.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 54.0 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, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2006, Underwater Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 704011, Location: .8 Mile North of SR-520 (Lat: 28.367667, Lng: -80.682361), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 9.17m (30.09ft), Average Daily Traffic: 12,304 (year 2002), Truck Traffic: 10%, Average Future Daily Traffic: 21,347 (year 2026), Design Load: HS 20, Features Intersected: Sykes Creek, Facility Carried by Structure: Sykes Creek Pkwy Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.299, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Navigation Control: Yes ( Vertical Clearance: 4.7m (15.4ft), Horizontal Clearance: 13.1m (43.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 13.1m (43.0ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.8 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, 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: Febuary 2008, Underwater Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700017, Location: SR-528 WB - SR-3 (Lat: 28.403333, Lng: -80.706667), Route carried "under" structure: State highway 3, Year Built: 1971, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 42,000 (year 2006), Truck Traffic: 4%, Features Intersected: SR-3, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 5.383, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 700026, Location: SR-528 WB - Banana R. Dr (Lat: 28.405000, Lng: -80.676667), Route carried "under" structure: City street , Year Built: 1963, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,000 (year 2002), Truck Traffic: 3%, Features Intersected: Banana River Drive, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Find on map >>
Structure Number: 700111, Location: SR-528 EB - SR-3 (Lat: 28.403333, Lng: -80.706667), Route carried "under" structure: State highway 3, Year Built: 1970, Structure Length: 5.27m (17.29ft), Average Daily Traffic: 34,000 (year 2006), Truck Traffic: 4%, Features Intersected: SR-3, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.45m (14.60ft), Kilometerpoint: 5.403, Lanes on structure: 2, Lanes under structure: 7, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 30.2m (99.1ft) Find on map >>
Structure Number: 700113, Location: SR-528 EB - Banana R. Dr (Lat: 28.405000, Lng: -80.676667), Route carried "under" structure: City street , Year Built: 1970, Structure Length: 2.65m (8.69ft), Average Daily Traffic: 3,000 (year 2000), Truck Traffic: 3%, Features Intersected: Banana River Drive, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.57m (14.99ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.5m (86.9ft) Discuss this city on our hugely popular Florida forum Back to: Merritt Island, FL, Florida, All US cities.
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