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Bridge Statistics for Sunrise, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Sunrise, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 79 Total length: 3,016 meters (9,895ft) Total average daily traffic: 2,382,987 Total average daily truck traffic: 201,555 National Bridge Inventory (NBI) Registered Bridges for Sunrise
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 860163, Location: University Dr / C-13 (Lat: 26.164417, Lng: -80.256933), Route carried "on" structure: State highway 817, Year Built: 1971, Year Reconstructed: 1981, Status: Open, Structure Length: 2.35m (7.71ft), Average Daily Traffic: 60,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 104,968 (year 2028), Design Load: HS 20, Features Intersected: C-13 Canal, Facility Carried by Structure: University Drive Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.662, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.2m (99.1ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 53.5 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, Deck Geometry: Superior to present desirable criteria, 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: June 2006, Underwater Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86038, Location: 0.5 MI S/O BONAVENTURE BL (Lat: 26.125447, Lng: -80.359936), Route carried "on" structure: Interstate 75, Year Built: 1986, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 24,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 42,074 (year 2028), Design Load: HS 20+Mod, Features Intersected: WESTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.551, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.5m (86.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 28.0m (91.9ft), Out-to-Out Width: 28.9m (94.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860381, Location: 5 MI S/O BONAVENTURE BLVD (Lat: 26.125242, Lng: -80.360917), Route carried "on" structure: Interstate 75, Year Built: 1986, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 24,250 (year 2006), Truck Traffic: 20%, Average Future Daily Traffic: 42,074 (year 2028), Design Load: HS 20+Mod, Features Intersected: WESTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 20.543, Lanes on structure: 3, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 61.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 55.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860382, Location: 0.5 MI S/O BONAVENTURE BL (Lat: 26.125028, Lng: -80.360981), Route carried "on" structure: Ramp Interstate 75, Year Built: 1986, Status: Open, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 20,000 (year 2006), Truck Traffic: 5%, Average Future Daily Traffic: 60,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: WESTON RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.079, Lanes on structure: 3, Lanes under structure: 5, Owner: State Highway Agency, Approaching Roadway Width: 15.7m (51.5ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.0m (105.0ft), Curb-To-Curb Width: 17.0m (55.8ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 60.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.2 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, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: October 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860385, Location: I-595/I-75 INTERCHG. (Lat: 26.120975, Lng: -80.352581), Route carried "on" structure: Ramp Interstate 75, Year Built: 1986, Status: Open, Structure Length: 34.05m (111.71ft), Average Daily Traffic: 24,700 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 29,640 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-75 (SR-93) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.035, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 7, Length of Maximum Span: 61.0m (200.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860386, Location: I-595 & I-75 Interchange (Lat: 26.120500, Lng: -80.352211), Route carried "on" structure: State highway 84, Year Built: 1986, Status: Open, Structure Length: 32.95m (108.10ft), Average Daily Traffic: 19,500 (year 2008), Truck Traffic: 4%, Average Future Daily Traffic: 33,833 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-75 (SR-93) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.092, Lanes on structure: 2, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 7, Length of Maximum Span: 56.1m (184.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860387, Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692, Lng: -80.343550), Route carried "on" structure: Interstate 75, Year Built: 1986, Status: Open, Structure Length: 86.31m (283.17ft), Average Daily Traffic: 30,000 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 36,000 (year 2028), Design Load: HS 20+Mod, Features Intersected: I-75 & I-75 Connectors Minimum Vertical Clearance: 8.20m (26.90ft), Kilometerpoint: 0.398, Lanes on structure: 2, Lanes under structure: 20, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 17, Length of Maximum Span: 60.4m (198.2ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860399, Location: AT SR-84 (Lat: 26.119258, Lng: -80.330219), Route carried "on" structure: County highway , Year Built: 1973, Year Reconstructed: 1988, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 14,520 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 17,424 (year 2025), Design Load: HS 20, Features Intersected: NORTH NEW RIVER CANAL, Facility Carried by Structure: SW 136TH AVE SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.438, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 21 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.0m (49.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860445, Location: 3.2m W of US-27 (Lat: 26.146289, Lng: -80.492442), Route carried "on" structure: Interstate 75, Year Built: 1988, Status: Open, Structure Length: 3.66m (12.01ft), Average Daily Traffic: 12,483 (year 2006), Truck Traffic: 13%, Average Future Daily Traffic: 21,658 (year 2028), Design Load: HS 20+Mod, Features Intersected: Drainage Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 34.099, Lanes on structure: 2, Base Highway Network: Yes, Toll: On Interstate toll segment, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 12.2m (40.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.3 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: 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: August 2007, Underwater Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860482, Location: 2.2 MI S OF OAKLND PK BLV (Lat: 26.146617, Lng: -80.341683), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2004, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 45,300 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 78,596 (year 2030), Design Load: H 20, Features Intersected: SR 838 SUNRISE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860483, Location: INTER SR-869 AND SR-838 (Lat: 26.146900, Lng: -80.342150), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2004, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 45,300 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 78,596 (year 2030), Design Load: H 20, Features Intersected: SR 838 SUNRISE BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.674, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.4 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860484, Location: INTER SR-869 AND SR-816 (Lat: 26.169933, Lng: -80.316917), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2004, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 67,665 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 816 OAKLAND PK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.251, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860485, Location: INTER. SR-869 AND SR-816 (Lat: 26.170267, Lng: -80.317300), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2004, Status: Open, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 67,665 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 816 OAKLAND PK BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.251, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 26.1m (85.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 70.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 42.0 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: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860486, Location: INTER SR-869 AND SR-870 (Lat: 26.193667, Lng: -80.295100), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2004, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 67,665 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 870 COMMERCIAL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.756, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860487, Location: INTERS.SR-869 AND SR-870 (Lat: 26.193650, Lng: -80.294550), Route carried "on" structure: State highway 869, Year Built: 1986, Year Reconstructed: 2004, Status: Open, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 67,665 (year 2030), Design Load: HS 20+Mod, Features Intersected: SR 870 COMMERCIAL BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.756, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.4m (57.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 24.7m (81.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.0m (59.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 71.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860509, Location: I-595/I-75 INTERCHANGE (Lat: 26.122811, Lng: -80.346200), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 18,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 21,600 (year 2027), Design Load: HS 20, Features Intersected: SR-84 WESTBOUND Minimum Vertical Clearance: 13.14m (43.11ft), Kilometerpoint: 0.079, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Length of Maximum Span: 52.4m (171.9ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.9 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, Underclear: Superior to present desirable criteria, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86051, Location: I-75/SR869/I-595 Interchg (Lat: 26.121600, Lng: -80.342519), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 17,000 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 20,400 (year 2027), Design Load: HS 20+Mod, Features Intersected: WB SR84 & N New River Ca, Facility Carried by Structure: WB 595 TO NB SR869 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.678, Lanes on structure: 2, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Length of Maximum Span: 55.5m (182.1ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 60.4 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load Testing, 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: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 9,503 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 11,404 (year 2025), Design Load: HS 20+Mod, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.803, Lanes on structure: 2, Lanes under structure: 20, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 19, Length of Maximum Span: 59.5m (195.2ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 61.7 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 35.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860512, Location: I-75 & I-595 INTERCHANGE (Lat: 26.121469, Lng: -80.353058), Route carried "on" structure: Ramp Interstate 75, Year Built: 1989, Status: Open, Structure Length: 120.06m (393.90ft), Average Daily Traffic: 13,104 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 15,725 (year 2025), Design Load: HS 20, Features Intersected: I-75 CONNCTRS &NEW RIVER Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.204, Lanes on structure: 2, Lanes under structure: 18, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Skew: 9 degrees, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 24, Length of Maximum Span: 62.8m (206.0ft), Curb-To-Curb Width: 12.1m (39.7ft), Out-to-Out Width: 13.0m (42.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 62.1 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860513, Location: 0.5 MI S OF SR-838 (Lat: 26.131019, Lng: -80.343278), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 25,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 29,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: NW 8th St. (proposed) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.184, Lanes on structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 29.3m (96.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 29.3m (96.1ft), Out-to-Out Width: 30.1m (98.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 71.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.1 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, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860514, Location: 0.5MI S OF SR-838 (Lat: 26.131522, Lng: -80.343983), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 5.61m (18.41ft), Average Daily Traffic: 20,000 (year 2007), Truck Traffic: 15%, Average Future Daily Traffic: 24,000 (year 2027), Design Load: HS 20+Mod, Features Intersected: NW 8th St. (proposed) Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 20.7m (67.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 31.7m (104.0ft), Curb-To-Curb Width: 20.7m (67.9ft), Out-to-Out Width: 21.6m (70.9ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 68.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.1 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, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860515, Location: I-595/I-75 INTERCHANGE (Lat: 26.117606, Lng: -80.348689), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 12.62m (41.40ft), Average Daily Traffic: 26,511 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 31,813 (year 2027), Design Load: HS 20+Mod, Features Intersected: SR-93(I-75) NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.601, Lanes on structure: 3, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 3, Length of Maximum Span: 55.8m (183.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 29.8 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860516, Location: I-595&I-75 INTERCHANGE (Lat: 26.121083, Lng: -80.346097), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 32.64m (107.09ft), Average Daily Traffic: 26,511 (year 2002), Truck Traffic: 5%, Average Future Daily Traffic: 31,813 (year 2025), Design Load: HS 20, Features Intersected: I75 connectors&EB SR-84 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.136, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 8, Length of Maximum Span: 51.8m (169.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 37.6 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: Febuary 2006, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860517, Location: I-595 / I-75 Interchange (Lat: 26.123250, Lng: -80.345006), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 26,511 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 31,813 (year 2027), Design Load: HS 20+Mod, Features Intersected: WB SR-84 & N. New River Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.872, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 50.6 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 30.4 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: 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, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860518, Location: I-75 & I-595 INTERCHANGE (Lat: 26.118053, Lng: -80.345867), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 31.88m (104.59ft), Average Daily Traffic: 26,511 (year 2008), Truck Traffic: 5%, Average Future Daily Traffic: 31,813 (year 2028), Design Load: HS 20, Features Intersected: EB SR84 & I75 Connectors Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.708, Lanes on structure: 3, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 9, Length of Maximum Span: 40.2m (131.9ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 58.8 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Equal to 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: January 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860519, Location: I-75/I-595 INTERCHANGE (Lat: 26.121956, Lng: -80.344119), Route carried "on" structure: Ramp Interstate 75, Year Built: 1988, Status: Open, Structure Length: 11.83m (38.81ft), Average Daily Traffic: 26,511 (year 2007), Truck Traffic: 5%, Average Future Daily Traffic: 31,813 (year 2027), Design Load: HS 20, Features Intersected: SR-84 WB and L-35 canal Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 1.183, Lanes on structure: 3, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Number Of Spans In Main Unit: 4, Length of Maximum Span: 42.7m (140.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 17.9m (58.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 67.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 39.2 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: 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, Inspection Date: August 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860544, Location: 1 MI S OF COMMERCIAL BLVD (Lat: 26.186400, Lng: -80.298383), Route carried "on" structure: State highway 869, Year Built: 1984, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 78,000 (year 2008), Truck Traffic: 11%, Average Future Daily Traffic: 135,330 (year 2030), Design Load: HS 20+Mod, Features Intersected: CANAL C-42 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 7.868, Lanes on structure: 7, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 25.9m (85.0ft), Skew: 10 degrees, Material/Design: Concrete, Design/Construction: Culvert, Number Of Spans In Main Unit: 2, Length of Maximum Span: 4.0m (13.1ft) Condition: Channel: Good, Culverts: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Waterway Adequacy: 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: January 2008, Underwater Inspection Date: January 2008 Find on map >>
Structure Number: 861, Location: 0.4 MI N OF SAWGRASS TOLL (Lat: 26.161550, Lng: -80.327167), Route carried "on" structure: Ramp State highway 136, Year Built: 1998, Status: Open, Structure Length: 16.00m (52.49ft), Average Daily Traffic: 3,649 (year 2007), Truck Traffic: 12%, Average Future Daily Traffic: 10,000 (year 2029), Design Load: HS 20+Mod, Features Intersected: SR-869 & PANTHER DR, Facility Carried by Structure: SR869 SB SAW 2.427 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.319, Lanes on structure: 2, Lanes under structure: 6, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Skew: 9 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 63.4m (208.0ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 57.2 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: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 86402, Location: ADJ TO N SIDE OF SR-84 WB (Lat: 26.126400, Lng: -80.360117), Route carried "on" structure: County highway , Year Built: 1970, Status: Open, Structure Length: 2.84m (9.32ft), Average Daily Traffic: 1,456 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,429 (year 2027), Design Load: H 20, Features Intersected: N NEW RIVER CANAL(G-15), Facility Carried by Structure: WESTON ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.6m (31.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 8.9m (29.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.5 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864042, Location: 0.2MI S/O OAKLAND PK BLVD (Lat: 26.164344, Lng: -80.267511), Route carried "on" structure: County highway , Year Built: 1978, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 10,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 60,725 (year 2027), Design Load: HS 20, Features Intersected: MIDRIVER (CANAL C-13), Facility Carried by Structure: PINE ISLAND RD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.224, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 31.6m (103.7ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 85.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 51.5 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, 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864059, Location: 0.3MI N. OF OAKLAND PK BL (Lat: 26.175686, Lng: -80.283417), Route carried "on" structure: County highway , Year Built: 1973, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 29,003 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 34,803 (year 2027), Features Intersected: WELLEBY LAKES CANAL, Facility Carried by Structure: NOB HILL ROAD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.266, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 0.4m (1.3ft), Curb-To-Curb Width: 10.9m (35.8ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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, 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: Bituminous Find on map >>
Structure Number: 86406, Location: 0.3MI N. OF OAKLAND PK BV (Lat: 26.175736, Lng: -80.283281), Route carried "on" structure: County highway , Year Built: 1973, Status: Posted for load, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 9,700 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 11,640 (year 2027), Features Intersected: WELLEBY LAKES CANAL, Facility Carried by Structure: NOB HILL ROAD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 23.266, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.3m (24.0ft), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 14.1m (46.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 48.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.3 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: 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: Bituminous Find on map >>
Structure Number: 8683, Location: 0.1MI E/O INVERRARY BLV (Lat: 26.164506, Lng: -80.242569), Route carried "on" structure: City street , Year Built: 1960, Status: Posted for load, Structure Length: 1.84m (6.04ft), Average Daily Traffic: 884 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 1,475 (year 2027), Features Intersected: MID RIVER CANAL C-13, Facility Carried by Structure: OLD SUNRISE LK DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 0.3m (1.0ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 38.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.2 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: High priority of corrective action, 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: Bituminous Find on map >>
Structure Number: 868302, Location: 0.2MI E OF 115TH TERRACE (Lat: 26.162469, Lng: -80.289733), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 2.33m (7.64ft), Average Daily Traffic: 2,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 2,400 (year 2027), Design Load: HS 20, Features Intersected: C-42 CANAL, Facility Carried by Structure: NW 29 MANOR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.399, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.0m (26.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.5m (27.9ft), Curb or Sidewalk Widths: Left: 1.3m (4.3ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 7.8m (25.6ft), Out-to-Out Width: 10.9m (35.8ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 49.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 43.5 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: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868303, Location: AT SR-84 (Lat: 26.119228, Lng: -80.330053), Route carried "on" structure: County highway , Year Built: 1986, Status: Open, Structure Length: 3.11m (10.20ft), Average Daily Traffic: 12,100 (year 2003), Truck Traffic: 8%, Average Future Daily Traffic: 14,520 (year 2025), Design Load: HS 20, Features Intersected: NORTH NEW RIVER CANAL, Facility Carried by Structure: SW 136TH AVE NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.483, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.5m (37.7ft), Skew: 21 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: 0.0m, Right: 1.2m (3.9ft), Curb-To-Curb Width: 11.5m (37.7ft), Out-to-Out Width: 16.2m (53.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 33.3 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, 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: March 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868304, Location: 0.4MI S. OF OAKLAND PK BV (Lat: 26.164450, Lng: -80.283625), Route carried "on" structure: County highway , Year Built: 1982, Status: Open, Structure Length: 3.14m (10.30ft), Average Daily Traffic: 10,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 13,706 (year 2027), Design Load: HS 20, Features Intersected: MIDRIVER C-13 CANAL, Facility Carried by Structure: NOB HILL ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 21.956, Lanes on structure: 4, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 24.1m (79.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 24.1m (79.1ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 90.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 59.0 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: 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86038, Location: 0.5 MI S/O BONAVENTURE BL (Lat: 26.125447, Lng: -80.359936), Route carried "under" structure: County highway , Year Built: 1986, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 4,500 (year 2004), Truck Traffic: 5%, Features Intersected: WESTON RD, Facility Carried by Structure: I-75 (SR-93) NB Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.762, Lanes on structure: 6, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.7m (104.0ft) Find on map >>
Structure Number: 860381, Location: 5 MI S/O BONAVENTURE BLVD (Lat: 26.125242, Lng: -80.360917), Route carried "under" structure: County highway , Year Built: 1986, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 4,500 (year 2006), Truck Traffic: 5%, Features Intersected: WESTON ROAD, Facility Carried by Structure: I-75 (SR-93) SB Minimum Vertical Clearance: 5.36m (17.59ft), Kilometerpoint: 0.759, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft) Find on map >>
Structure Number: 860382, Location: 0.5 MI S/O BONAVENTURE BL (Lat: 26.125028, Lng: -80.360981), Route carried "under" structure: County highway , Year Built: 1986, Structure Length: 8.99m (29.49ft), Average Daily Traffic: 4,500 (year 2004), Truck Traffic: 5%, Features Intersected: WESTON RD, Facility Carried by Structure: I-75 SB TO I-595EB Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 7.561, Lanes on structure: 3, Lanes under structure: 5, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 32.0m (105.0ft) Find on map >>
Structure Number: 860385, Location: I-595/I-75 INTERCHG. (Lat: 26.120975, Lng: -80.352581), Route carried "under" structure: Interstate 75, Year Built: 1986, Structure Length: 34.05m (111.71ft), Average Daily Traffic: 144,000 (year 2008), Truck Traffic: 10%, Features Intersected: I-75 (SR-93) Minimum Vertical Clearance: 5.52m (18.11ft), Kilometerpoint: 19.407, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 61.0m (200.1ft) Find on map >>
Structure Number: 860386, Location: I-595 & I-75 Interchange (Lat: 26.120500, Lng: -80.352211), Route carried "under" structure: Interstate 75, Year Built: 1986, Structure Length: 32.95m (108.10ft), Average Daily Traffic: 144,000 (year 2008), Truck Traffic: 10%, Features Intersected: I-75 (SR-93), Facility Carried by Structure: SR-84 EB Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 19.335, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 56.1m (184.1ft) Find on map >>
Structure Number: 860387, Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692, Lng: -80.343550), Route carried "under" structure: Ramp Interstate 75, Year Built: 1986, Structure Length: 86.31m (283.17ft), Average Daily Traffic: 24,700 (year 2008), Truck Traffic: 5%, Features Intersected: I-75 & I-75 Connectors Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 19.174, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 60.4m (198.2ft) Find on map >>
Structure Number: 860387, Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692, Lng: -80.343550), Route carried "under" structure: Interstate 75, Year Built: 1986, Structure Length: 86.31m (283.17ft), Average Daily Traffic: 144,000 (year 2008), Truck Traffic: 10%, Features Intersected: I-75 & I-75 Connectors Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 19.199, Lanes on structure: 2, Lanes under structure: 6, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 60.4m (198.2ft) Find on map >>
Structure Number: 860387, Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692, Lng: -80.343550), Route carried "under" structure: Ramp Interstate 75, Year Built: 1986, Structure Length: 86.31m (283.17ft), Average Daily Traffic: 26,511 (year 2008), Truck Traffic: 5%, Features Intersected: I-75 & I-75 Connectors Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.416, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 60.4m (198.2ft) Find on map >>
Structure Number: 860387, Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692, Lng: -80.343550), Route carried "under" structure: State highway 84, Year Built: 1986, Structure Length: 86.31m (283.17ft), Average Daily Traffic: 19,500 (year 2008), Truck Traffic: 4%, Features Intersected: I-75 & I-75 Connectors, Facility Carried by Structure: I595 WB to SB I75 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 7.525, Lanes on structure: 2, Lanes under structure: 2, Toll: On toll road, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 60.4m (198.2ft) Find on map >>
Structure Number: 860387, Location: I-595 & I-75 INTERCHANGE (Lat: 26.119692, Lng: -80.343550), Route carried "under" structure: Ramp Interstate 75, Year Built: 1986, Structure Length: 86.31m (283.17ft), Average Daily Traffic: 26,511 (year 2008), Truck Traffic: 5%, Features Intersected: I-75 & I-75 Connectors Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.903, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 60.4m (198.2ft) Find on map >>
Structure Number: 860482, Location: 2.2 MI S OF OAKLND PK BLV (Lat: 26.146617, Lng: -80.341683), Route carried "under" structure: State highway 838, Year Built: 1986, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 45,300 (year 2008), Truck Traffic: 11%, Features Intersected: SR 838 SUNRISE BLVD, Facility Carried by Structure: SR869 NB SAW 1.04 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.674, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft) Find on map >>
Structure Number: 860483, Location: INTER SR-869 AND SR-838 (Lat: 26.146900, Lng: -80.342150), Route carried "under" structure: State highway 838, Year Built: 1986, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 45,300 (year 2008), Truck Traffic: 11%, Features Intersected: SR 838 SUNRISE BLVD, Facility Carried by Structure: SR869 SB SAW 1.04 Minimum Vertical Clearance: 5.21m (17.09ft), Kilometerpoint: 1.674, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft) Find on map >>
Structure Number: 860484, Location: INTER SR-869 AND SR-816 (Lat: 26.169933, Lng: -80.316917), Route carried "under" structure: State highway 816, Year Built: 1986, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Features Intersected: SR 816 OAKLAND PK BLVD, Facility Carried by Structure: SR869 NB SAW 3.27 Minimum Vertical Clearance: 0.50m (1.64ft), Kilometerpoint: 5.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft) Find on map >>
Structure Number: 860485, Location: INTER. SR-869 AND SR-816 (Lat: 26.170267, Lng: -80.317300), Route carried "under" structure: State highway 816, Year Built: 1986, Structure Length: 5.21m (17.09ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Features Intersected: SR 816 OAKLAND PK BLVD, Facility Carried by Structure: SR869 SB SAW 3.27 Minimum Vertical Clearance: 4.97m (16.31ft), Kilometerpoint: 5.251, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 26.1m (85.6ft) Find on map >>
Structure Number: 860486, Location: INTER SR-869 AND SR-870 (Lat: 26.193667, Lng: -80.295100), Route carried "under" structure: State highway 870, Year Built: 1986, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Features Intersected: SR 870 COMMERCIAL BLVD, Facility Carried by Structure: SR869 SB SAW 5.46 Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 8.756, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 860487, Location: INTERS.SR-869 AND SR-870 (Lat: 26.193650, Lng: -80.294550), Route carried "under" structure: State highway 870, Year Built: 1986, Structure Length: 4.94m (16.21ft), Average Daily Traffic: 39,000 (year 2008), Truck Traffic: 11%, Features Intersected: SR 870 COMMERCIAL BLVD, Facility Carried by Structure: SR869 NB SAW 5.46 Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 8.756, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 24.7m (81.0ft) Find on map >>
Structure Number: 860509, Location: I-595/I-75 INTERCHANGE (Lat: 26.122811, Lng: -80.346200), Route carried "under" structure: State highway 84, Year Built: 1989, Structure Length: 14.02m (46.00ft), Average Daily Traffic: 10,500 (year 2006), Truck Traffic: 3%, Features Intersected: SR-84 WESTBOUND, Facility Carried by Structure: SB 869 to NB I-75 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 1.236, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 52.4m (171.9ft) Find on map >>
Structure Number: 86051, Location: I-75/SR869/I-595 Interchg (Lat: 26.121600, Lng: -80.342519), Route carried "under" structure: State highway 84, Year Built: 1988, Structure Length: 15.21m (49.90ft), Average Daily Traffic: 15,500 (year 2006), Truck Traffic: 3%, Features Intersected: WB SR84 & N New River Ca, Facility Carried by Structure: WB 595 TO NB SR869 Minimum Vertical Clearance: 5.39m (17.68ft), Kilometerpoint: 12.006, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 55.5m (182.1ft) Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "under" structure: Ramp Interstate 75, Year Built: 1989, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 18,000 (year 2002), Truck Traffic: 5%, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 13.14m (43.11ft), Kilometerpoint: 0.108, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.5m (195.2ft) Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "under" structure: Ramp Interstate 75, Year Built: 1989, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 26,511 (year 2002), Truck Traffic: 5%, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 1.054, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.5m (195.2ft) Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "under" structure: State highway 84, Year Built: 1989, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 10,500 (year 2006), Truck Traffic: 3%, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 12.215, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.5m (195.2ft) Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "under" structure: Ramp Interstate 75, Year Built: 1989, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 26,511 (year 2002), Truck Traffic: 5%, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 5.06m (16.60ft), Kilometerpoint: 0.983, Lanes on structure: 2, Lanes under structure: 3, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.5m (195.2ft) Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "under" structure: Ramp Interstate 75, Year Built: 1989, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 13,104 (year 2002), Truck Traffic: 5%, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 1.017, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.5m (195.2ft) Find on map >>
Structure Number: 860511, Location: I-75 & I-595 Interchange (Lat: 26.125194, Lng: -80.345281), Route carried "under" structure: Interstate 75, Year Built: 1989, Structure Length: 94.88m (311.29ft), Average Daily Traffic: 13,612 (year 2002), Truck Traffic: 5%, Features Intersected: I-75 Cnctrs & New River, Facility Carried by Structure: SB-869 To EB I-595 Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 0.113, Lanes on structure: 2, Lanes under structure: 2, Material/Design: Prestressed concrete continuous, Design/Construction: Segmental Box Girder, Length of Maximum Span: 59.5m (195.2ft) Discuss this city on our hugely popular Florida forum Back to: Sunrise, FL, Florida, All US cities.
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