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Bridge Statistics for Cocoa, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Cocoa, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 39 Total length: 572 meters (1,877ft) Total costs: $3,706,000 Total average daily traffic: 709,226 Total average daily truck traffic: 71,136 National Bridge Inventory (NBI) Registered Bridges for Cocoa
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Bridge Condition - Culverts Find on map >>
Structure Number: 700015, Location: SR-528 WB - CR-515 (Lat: 28.401667, Lng: -80.745000), Route carried "on" structure: State highway 528, Year Built: 1963, Year Reconstructed: 2001, Status: Open, Structure Length: 14.22m (46.65ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 45,978 (year 2028), Design Load: HS 20+Mod, Features Intersected: CR-515 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.316, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.2m (36.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 21.9m (71.9ft), Curb-To-Curb Width: 9.4m (30.8ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 81.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 50.3 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 8.70m (28.54ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2007, Underwater Inspection Date: October 2007, Bridge Improvement Cost: $87,000, 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: 700052, Location: I-95 SB - SR-520 (Lat: 28.360000, Lng: -80.795000), Route carried "on" structure: Interstate 9, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 37,250 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 64,629 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR-520 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.727, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 700061, Location: SR 520 WB Indian River (Lat: 28.355833, Lng: -80.718611), Route carried "on" structure: State highway 520, Year Built: 1966, Status: Open, Structure Length: 70.84m (232.41ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 45,978 (year 2028), Design Load: HS 20, Features Intersected: Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.322, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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 or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Fair, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Underclear: High priority of corrective action, 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: October 2006, Underwater Inspection Date: March 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700087, Location: SR-528 WB over Pine St. (Lat: 28.416111, Lng: -80.830556), Route carried "on" structure: Other road 528, Year Built: 1973, Year Reconstructed: 1997, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 30,363 (year 2028), Design Load: HS 20+Mod, Features Intersected: Pine Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.954, Lanes on structure: 3, Lanes under structure: 2, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.5m (47.6ft), 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-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.8m (55.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.0 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, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700089, Location: SR-528 WB-Clear Lake Rd. (Lat: 28.400000, Lng: -80.771667), Route carried "on" structure: Other road 528, Year Built: 1973, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 24,290 (year 2028), Design Load: HS 20, Features Intersected: SR-524 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.263, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700108, Location: SR-528 EB - US-1& FECRR (Lat: 28.400417, Lng: -80.752944), Route carried "on" structure: State highway 528, Year Built: 1970, Status: Open, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 19,250 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 33,399 (year 2028), Design Load: HS 20, Features Intersected: US-1 & FECRR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.665, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 12.5m (41.0ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 22.9m (75.1ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.3m (46.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 58.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700109, Location: SR-528 EB over CR-515 (Lat: 28.401278, Lng: -80.745778), Route carried "on" structure: State highway 528, Year Built: 1970, Status: Open, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 7%, Average Future Daily Traffic: 45,978 (year 2028), Design Load: HS 20, Features Intersected: CR-515 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.316, Lanes on structure: 2, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.0m (32.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 7, Length of Maximum Span: 24.4m (80.1ft), Curb-To-Curb Width: 10.0m (32.8ft), Out-to-Out Width: 10.8m (35.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Fair, Channel: Good, Operating Rating: 72.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Meets minimum limits, Underclear: 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: October 2007, Underwater Inspection Date: October 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700127, Location: I-95 NB - SR-520 (Lat: 28.360000, Lng: -80.795000), Route carried "on" structure: Interstate 9, Year Built: 1965, Year Reconstructed: 1997, Status: Open, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 37,250 (year 2006), Truck Traffic: 18%, Average Future Daily Traffic: 64,629 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR-520 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 66.727, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 10.7m (35.1ft), Skew: 3 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 20.7m (67.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 59.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Meets minimum limits, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 700129, Location: Citrus Blvd - I-95 (Lat: 28.425000, Lng: -80.816667), Route carried "on" structure: County highway , Year Built: 1965, Status: Open, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 3,940 (year 2005), Truck Traffic: 1%, Average Future Daily Traffic: 6,836 (year 2027), Design Load: H 20, Features Intersected: I-95, Facility Carried by Structure: Citrus Blvd Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.902, Lanes on structure: 2, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 7.5m (24.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 21.1m (69.2ft), Curb or Sidewalk Widths: Left: 0.6m (2.0ft), Right: 0.6m (2.0ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 10.4m (34.1ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.46m (21.19ft), Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2007, Bridge Improvement Cost: $64,000, Total Project Cost: $281,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 700137, Location: SR 520 EB Indian River (Lat: 28.355833, Lng: -80.721667), Route carried "on" structure: State highway 520, Year Built: 1969, Status: Open, Structure Length: 70.84m (232.41ft), Average Daily Traffic: 27,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 46,845 (year 2028), Design Load: HS 20, Features Intersected: Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.112, Lanes on structure: 2, Lanes under structure: 1, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), 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: 51.8m (169.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 9.1m (29.9ft), Out-to-Out Width: 11.5m (37.7ft) Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 65.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 70.84m (232.41ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2006, Underwater Inspection Date: March 2006, Bridge Improvement Cost: $1,163,000, Total Project Cost: $1,611,000, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700151, Location: SR-528 EB over Pine St. (Lat: 28.416111, Lng: -80.830556), Route carried "on" structure: Other road 528, Year Built: 1973, Year Reconstructed: 1997, Status: Open, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 30,363 (year 2028), Design Load: HS 20+Mod, Features Intersected: Pine Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.954, Lanes on structure: 3, Lanes under structure: 2, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 10.9m (35.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 14.5m (47.6ft), Curb-To-Curb Width: 14.7m (48.2ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 72.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.4 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: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700153, Location: SR-528 EB-Clear Lake Rd. (Lat: 28.400000, Lng: -80.771667), Route carried "on" structure: Other road 528, Year Built: 1973, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 14,000 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 24,290 (year 2028), Design Load: HS 20, Features Intersected: SR-524 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.263, Lanes on structure: 2, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 11.0m (36.1ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.5m (64.0ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 61.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.1 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 70017, Location: 0.5 mile E. of US-1 (Lat: 28.355003, Lng: -80.723333), Route carried "on" structure: State highway 520, Year Built: 1966, Status: Open, Structure Length: 0.67m (2.20ft), Average Daily Traffic: 26,500 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 45,978 (year 2028), Design Load: HS 20, Features Intersected: Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.189, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.8m (45.3ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Good, Operating Rating: 64.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.7 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: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2006, Underwater Inspection Date: March 2006 Find on map >>
Structure Number: 700171, Location: 0.5 Mile East of U.S 1 (Lat: 28.355556, Lng: -80.723333), Route carried "on" structure: State highway 520, Year Built: 1957, Year Reconstructed: 1969, Status: Open, Structure Length: 0.69m (2.26ft), Average Daily Traffic: 27,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 46,845 (year 2028), Design Load: HS 20, Features Intersected: Indian River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.891, Lanes on structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 3.0m (9.8ft) Condition: Channel: Satisfactory, Culverts: Satisfactory, Operating Rating: 62.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.6 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, Length Of Structure Improvement: 0.67m (2.20ft), Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Bridge Improvement Cost: $12,000, Total Project Cost: $1,611,000 Find on map >>
Structure Number: 700197, Location: SR-528 WB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "on" structure: Other road 528, Year Built: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 30,363 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.535, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Very good, Superstructure: Good, Substructure: Very good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 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, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700198, Location: SR-528 EB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "on" structure: Other road 528, Year Built: 1997, Status: Open, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 17,500 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 30,363 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-95 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.535, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Highway Agency, Approaching Roadway Width: 14.8m (48.6ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 37.6m (123.4ft), Curb-To-Curb Width: 15.9m (52.2ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 7002, Location: SR-520-St Johns River (Lat: 28.368333, Lng: -80.871667), Route carried "on" structure: State highway 520, Year Built: 1999, Status: Open, Structure Length: 10.80m (35.43ft), Average Daily Traffic: 4,800 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 8,328 (year 2028), Design Load: HS 20+Mod, Features Intersected: St. Johns River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 13.0m (42.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 13.3m (43.6ft), Out-to-Out Width: 14.2m (46.6ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Very good, Operating Rating: 85.8 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: 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700217, Location: SR-520 EB-St. Johns River (Lat: 28.370833, Lng: -80.878056), Route carried "on" structure: State highway 520, Year Built: 2006, Status: Open, Structure Length: 10.80m (35.43ft), Average Daily Traffic: 4,800 (year 2006), Truck Traffic: 9%, Average Future Daily Traffic: 8,328 (year 2028), Design Load: HS 20, Features Intersected: St. Johns River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Concrete continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.4m (70.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 73.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Somewhat better than minimum adequacy, 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, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 700219, Location: SR-520 WB - Banana River (Lat: 28.356789, Lng: -80.643578), Route carried "on" structure: State highway 520, Year Built: 2006, Status: Open, Structure Length: 24.99m (81.99ft), Average Daily Traffic: 32,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 53,120 (year 2028), Design Load: HS 20, Features Intersected: Banana River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Navigation Control: Yes ( Vertical Clearance: 11.2m (36.7ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.9m (48.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 72.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Better than present minimum 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: December 2006, Underwater Inspection Date: December 2006, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete Find on map >>
Structure Number: 70022, Location: SR-520 EB over Banana Riv (Lat: 28.356667, Lng: -80.643333), Route carried "on" structure: State highway 520, Year Built: 2006, Status: Open, Structure Length: 24.99m (81.99ft), Average Daily Traffic: 16,250 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 28,194 (year 2028), Design Load: HS 20, Features Intersected: Banana River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 22.199, Lanes on structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 16.5m (54.1ft), Navigation Control: Yes ( Vertical Clearance: 11.2m (36.7ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 39.6m (129.9ft), Curb or Sidewalk Widths: Left: 2.4m (7.9ft), Right: 0.0m, Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 20.8m (68.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 69.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable 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: 7051, Location: .1MI E of Riveredge Blvd (Lat: 28.355000, Lng: -80.723611), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.63m (2.07ft), Average Daily Traffic: 1,000 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 1,000 (year 2024), Design Load: HS 20, Features Intersected: Indian River, Facility Carried by Structure: Harrison Street Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), 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: Satisfactory, Operating Rating: 39.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to 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: September 2006, Underwater Inspection Date: September 2006 Find on map >>
Structure Number: 700015, Location: SR-528 WB - CR-515 (Lat: 28.401667, Lng: -80.745000), Route carried "under" structure: County highway , Year Built: 1963, Structure Length: 14.22m (46.65ft), Average Daily Traffic: 1,700 (year 2000), Truck Traffic: 1%, Features Intersected: CR-515, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.9m (71.9ft) Find on map >>
Structure Number: 700052, Location: I-95 SB - SR-520 (Lat: 28.360000, Lng: -80.795000), Route carried "under" structure: State highway 520, Year Built: 1965, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 12,800 (year 2006), Truck Traffic: 9%, Features Intersected: SR-520, Facility Carried by Structure: I-95 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 7.838, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 700061, Location: SR 520 WB Indian River (Lat: 28.355833, Lng: -80.718611), Route carried "under" structure: Other road , Year Built: 1966, Structure Length: 70.84m (232.41ft), Average Daily Traffic: 25 (year 1998), Features Intersected: Indian River, Facility Carried by Structure: SR-520 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 42.7m (140.1ft) Find on map >>
Structure Number: 700087, Location: SR-528 WB over Pine St. (Lat: 28.416111, Lng: -80.830556), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 2,218 (year 2002), Truck Traffic: 9%, Features Intersected: Pine Street, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.843, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.6m (47.9ft) Find on map >>
Structure Number: 700089, Location: SR-528 WB-Clear Lake Rd. (Lat: 28.400000, Lng: -80.771667), Route carried "under" structure: State highway 524, Year Built: 1973, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR-524, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.309, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 700108, Location: SR-528 EB - US-1& FECRR (Lat: 28.400417, Lng: -80.752944), Route carried "under" structure: US 5, Year Built: 1970, Structure Length: 9.83m (32.25ft), Average Daily Traffic: 36,000 (year 2006), Truck Traffic: 5%, Features Intersected: US-1 & FECRR Minimum Vertical Clearance: 0.68m (2.23ft), Kilometerpoint: 39.229, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 22.9m (75.1ft) Find on map >>
Structure Number: 700109, Location: SR-528 EB over CR-515 (Lat: 28.401278, Lng: -80.745778), Route carried "under" structure: County highway , Year Built: 1970, Structure Length: 14.69m (48.20ft), Average Daily Traffic: 1,700 (year 2000), Truck Traffic: 1%, Features Intersected: CR-515, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.4m (80.1ft) Find on map >>
Structure Number: 700127, Location: I-95 NB - SR-520 (Lat: 28.360000, Lng: -80.795000), Route carried "under" structure: State highway 520, Year Built: 1965, Structure Length: 6.56m (21.52ft), Average Daily Traffic: 22,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR-520, Facility Carried by Structure: I-95 Minimum Vertical Clearance: 4.82m (15.81ft), Kilometerpoint: 7.862, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 20.7m (67.9ft) Find on map >>
Structure Number: 700129, Location: Citrus Blvd - I-95 (Lat: 28.425000, Lng: -80.816667), Route carried "under" structure: Interstate 9, Year Built: 1965, Structure Length: 6.46m (21.19ft), Average Daily Traffic: 47,500 (year 2006), Truck Traffic: 18%, Features Intersected: I-95, Facility Carried by Structure: Citrus Blvd Minimum Vertical Clearance: 4.69m (15.39ft), Kilometerpoint: 2.902, Lanes on structure: 2, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 21.1m (69.2ft) Find on map >>
Structure Number: 700137, Location: SR 520 EB Indian River (Lat: 28.355833, Lng: -80.721667), Route carried "under" structure: Other road , Year Built: 1969, Structure Length: 70.84m (232.41ft), Average Daily Traffic: 25 (year 2002), Features Intersected: Indian River, Facility Carried by Structure: SR-520 Minimum Vertical Clearance: 4.36m (14.30ft), Kilometerpoint: 0.000, Lanes on structure: 2, Lanes under structure: 1, Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 51.8m (169.9ft) Find on map >>
Structure Number: 700151, Location: SR-528 EB over Pine St. (Lat: 28.416111, Lng: -80.830556), Route carried "under" structure: County highway , Year Built: 1973, Structure Length: 3.57m (11.71ft), Average Daily Traffic: 2,218 (year 2002), Truck Traffic: 9%, Features Intersected: Pine Street, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.000, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 14.5m (47.6ft) Find on map >>
Structure Number: 700153, Location: SR-528 EB-Clear Lake Rd. (Lat: 28.400000, Lng: -80.771667), Route carried "under" structure: State highway 524, Year Built: 1973, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 20,500 (year 2006), Truck Traffic: 8%, Features Intersected: SR-524, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 4.66m (15.29ft), Kilometerpoint: 0.285, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 19.5m (64.0ft) Find on map >>
Structure Number: 700197, Location: SR-528 WB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "under" structure: Interstate 9, Year Built: 1997, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 47,500 (year 2006), Truck Traffic: 18%, Features Intersected: I-95, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.518, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft) Find on map >>
Structure Number: 700197, Location: SR-528 WB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "under" structure: Ramp Interstate 9, Year Built: 1997, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 8,000 (year 2002), Truck Traffic: 5%, Features Intersected: I-95, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.531, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft) Find on map >>
Structure Number: 700197, Location: SR-528 WB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "under" structure: Ramp Interstate 9, Year Built: 1997, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 8,000 (year 2002), Truck Traffic: 5%, Features Intersected: I-95, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.518, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft) Find on map >>
Structure Number: 700198, Location: SR-528 EB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "under" structure: Interstate 9, Year Built: 1997, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 47,500 (year 2006), Truck Traffic: 18%, Features Intersected: I-95, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.544, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft) Find on map >>
Structure Number: 700198, Location: SR-528 EB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "under" structure: Ramp Interstate 9, Year Built: 1997, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 8,000 (year 2002), Truck Traffic: 5%, Features Intersected: I-95, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.531, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft) Find on map >>
Structure Number: 700198, Location: SR-528 EB over I-95 (Lat: 28.411833, Lng: -80.823444), Route carried "under" structure: Ramp Interstate 9, Year Built: 1997, Structure Length: 7.50m (24.61ft), Average Daily Traffic: 8,000 (year 2002), Truck Traffic: 5%, Features Intersected: I-95, Facility Carried by Structure: SR-528 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.518, Lanes on structure: 3, Lanes under structure: 2, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 37.6m (123.4ft) Discuss this city on our hugely popular Florida forum Back to: Cocoa, FL, Florida, All US cities.
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