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Bridge Statistics for Plantation, Florida (FL) - Condition, Traffic, Stress, Structural Evaluation, Project CostsBack to: Plantation, FL, Florida, Florida forum, All US cities. National Bridge Inventory (NBI) Statistics Number of bridges: 57 Total length: 281 meters (922ft) Total costs: $78,000 Total average daily traffic: 1,789,472 Total average daily truck traffic: 110,315 National Bridge Inventory (NBI) Registered Bridges for Plantation
Bridge Condition - Deck Bridge Condition - Superstructure Bridge Condition - Substructure Bridge Condition - Channel Find on map >>
Structure Number: 860014, Location: At SR-838 / SR-7 Inter. (Lat: 26.135550, Lng: -80.202669), Route carried "on" structure: US 441, Year Built: 1963, Year Reconstructed: 1999, Status: Open, Structure Length: 2.36m (7.74ft), Average Daily Traffic: 47,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 81,545 (year 2028), Design Load: HS 20, Features Intersected: C-12 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.129, Lanes on structure: 9, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.2m (99.1ft), Skew: 20 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 3.5m (11.5ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 44.0m (144.4ft), Out-to-Out Width: 50.3m (165.0ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Channel: Very good, Operating Rating: 54.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.0 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: 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: March 2006, Underwater Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860077, Location: 1mi N of Broward Blvd. (Lat: 26.136094, Lng: -80.218808), Route carried "on" structure: State highway 838, Year Built: 1973, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 34,750 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 60,291 (year 2028), Design Load: HS 20, Features Intersected: SR-91 (Fla. Turnpike), Facility Carried by Structure: WB Sunrise Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.807, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.0m (62.3ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.9m (39.0ft), Out-to-Out Width: 14.7m (48.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860094, Location: 1 mi. E. of SR-817 (Lat: 26.120742, Lng: -80.234294), Route carried "on" structure: State highway 842, Year Built: 1972, Status: Open, Structure Length: 2.00m (6.56ft), Average Daily Traffic: 47,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 82,413 (year 2028), Design Load: HS 20, Features Intersected: Holloway Canal, Facility Carried by Structure: Broward Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.817, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 27.1m (88.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.0m (32.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 27.1m (88.9ft), Out-to-Out Width: 30.6m (100.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 47.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.3 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: 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: Febuary 2008, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860158, Location: N. of I-595 on SR-817 (Lat: 26.099636, Lng: -80.250217), Route carried "on" structure: State highway 817, Year Built: 1963, Year Reconstructed: 1980, Status: Open, Structure Length: 4.57m (14.99ft), Average Daily Traffic: 74,500 (year 2006), Truck Traffic: 2%, Average Future Daily Traffic: 129,258 (year 2028), Design Load: HS 20, Features Intersected: North New River Canal, Facility Carried by Structure: University Dr. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 14.314, Lanes on structure: 7, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.7m (107.3ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 33.7m (110.6ft), Out-to-Out Width: 38.1m (125.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 53.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2006, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860177, Location: 1mi. N of Broward Blvd. (Lat: 26.135833, Lng: -80.219381), Route carried "on" structure: State highway 838, Year Built: 1976, Status: Open, Structure Length: 6.07m (19.91ft), Average Daily Traffic: 34,750 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 60,291 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR- 91 (Fla. Turnpike), Facility Carried by Structure: EB Sunrise Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 4.807, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.1m (39.7ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 19.0m (62.3ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 74.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860185, Location: 1.1mi N of Broward Blvd. (Lat: 26.135683, Lng: -80.256956), Route carried "on" structure: State highway 817, Year Built: 1972, Year Reconstructed: 1981, Status: Open, Structure Length: 1.83m (6.00ft), Average Daily Traffic: 33,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 58,123 (year 2028), Design Load: HS 20, Features Intersected: Plantation Canal C-12, Facility Carried by Structure: SB University Dr. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.437, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 13.1m (43.0ft), Out-to-Out Width: 18.6m (61.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 80.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 48.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: October 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860224, Location: 1.0MI NORTH OF SR-84 (Lat: 26.105944, Lng: -80.218250), Route carried "on" structure: County highway 736, Year Built: 1980, Status: Open, Structure Length: 7.07m (23.20ft), Average Daily Traffic: 16,100 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 30,320 (year 2028), Design Load: HS 20, Features Intersected: SR 91 TPK, Facility Carried by Structure: PTRS RD WB 56.75 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.342, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.8m (78.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860225, Location: 1.0MI NORTH OF SR-84 (Lat: 26.105944, Lng: -80.218250), Route carried "on" structure: County highway 736, Year Built: 1980, Status: Open, Structure Length: 7.04m (23.10ft), Average Daily Traffic: 16,100 (year 2007), Truck Traffic: 4%, Average Future Daily Traffic: 30,320 (year 2028), Design Load: HS 20, Features Intersected: SR 91 TPK, Facility Carried by Structure: PTRS RD EB 56.74 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.319, Lanes on structure: 2, Lanes under structure: 6, Owner: State Toll Authority, Approaching Roadway Width: 12.2m (40.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 23.7m (77.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.3m (40.4ft), Out-to-Out Width: 16.3m (53.5ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 73.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: 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: September 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860227, Location: 1.1mi N of Broward Blvd (Lat: 26.135569, Lng: -80.256633), Route carried "on" structure: State highway 817, Year Built: 1969, Year Reconstructed: 1981, Status: Open, Structure Length: 1.04m (3.41ft), Average Daily Traffic: 33,500 (year 2006), Truck Traffic: 1%, Average Future Daily Traffic: 58,123 (year 2028), Design Load: HS 20, Features Intersected: Plantation Canal C-12, Facility Carried by Structure: NB University Dr. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.437, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.0m (6.6ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 15.5m (50.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Channel: Satisfactory, Operating Rating: 59.0 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: Meets minimum limits, 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: October 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860356, Location: NOB HILL RD JCT W/SR 84 (Lat: 26.107683, Lng: -80.282025), Route carried "on" structure: County highway , Year Built: 1988, Status: Open, Structure Length: 4.61m (15.12ft), Average Daily Traffic: 16,900 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 29,322 (year 2025), Design Load: HS 20, Features Intersected: N. NEW RIVER CANAL, Facility Carried by Structure: NOB HILL RD. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.290, Lanes on structure: 7, Owner: County Highway Agency, Approaching Roadway Width: 30.5m (100.1ft), Skew: 21 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 9.2m (30.2ft), Curb or Sidewalk Widths: Left: 2.2m (7.2ft), Right: 2.2m (7.2ft), Curb-To-Curb Width: 30.4m (99.7ft), Out-to-Out Width: 40.2m (131.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.9 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: Febuary 2007, Underwater Inspection Date: Febuary 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860374, Location: 1 M S OF SR-838 SUNRISE B (Lat: 26.122450, Lng: -80.217667), Route carried "on" structure: State highway 91, Year Built: 1983, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 58,450 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 101,411 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 842 W BROWARD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.945, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.2m (56.4ft), Skew: 1 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: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $42,000, Total Project Cost: $42,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860375, Location: 1 MI S OF SUNRISE BLVD (Lat: 26.120933, Lng: -80.217917), Route carried "on" structure: State highway 91, Year Built: 1983, Status: Open, Structure Length: 6.25m (20.51ft), Average Daily Traffic: 58,450 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 101,411 (year 2028), Design Load: HS 20+Mod, Features Intersected: SR 842 W BROWARD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.945, Lanes on structure: 3, Lanes under structure: 6, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 17.2m (56.4ft), Skew: 1 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: 17.1m (56.1ft), Out-to-Out Width: 17.8m (58.4ft) Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 66.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.0 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: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Length Of Structure Improvement: 6.25m (20.51ft), Designated Inspection Frequency: Every 24 months, Inspection Date: September 2007, Bridge Improvement Cost: $36,000, Total Project Cost: $36,000, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860376, Location: 1.0 MI N OF SR-842 (Lat: 26.135633, Lng: -80.219017), Route carried "on" structure: State highway 91, Year Built: 1983, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 58,450 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 101,411 (year 2028), Design Load: HS 20+Mod, Features Intersected: PLANTATION CANAL C-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.606, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.7m (54.8ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 93.0 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, 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: September 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860377, Location: 1.0 MI N OF SR-842 (Lat: 26.135617, Lng: -80.219017), Route carried "on" structure: State highway 91, Year Built: 1983, Status: Open, Structure Length: 2.62m (8.60ft), Average Daily Traffic: 58,450 (year 2006), Truck Traffic: 11%, Average Future Daily Traffic: 101,411 (year 2028), Design Load: HS 20+Mod, Features Intersected: PLANTATION CANAL C-12 Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 18.606, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 16.8m (55.1ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb-To-Curb Width: 16.6m (54.5ft), Out-to-Out Width: 17.4m (57.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Inventory Rating: 93.0 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, 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: September 2007, Underwater Inspection Date: September 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86039, Location: I-595/SR-817 Inter Change (Lat: 26.100319, Lng: -80.250697), Route carried "on" structure: Ramp Interstate 595, Year Built: 1989, Status: Open, Structure Length: 29.30m (96.13ft), Average Daily Traffic: 1,000 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 8,000 (year 2026), Design Load: HS 20+Mod, Features Intersected: I-595 SR-84 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.188, Lanes on structure: 1, Lanes under structure: 6, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 5, Length of Maximum Span: 71.1m (233.3ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 58.0 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 35.3 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: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: December 2007, Critical Feature Inspection Date: December 2007, Underwater Inspection Date: December 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860412, Location: 0.36mi E of University Dr (Lat: 26.148739, Lng: -80.251044), Route carried "on" structure: State highway 838, Year Built: 1978, Status: Open, Structure Length: 1.22m (4.00ft), Average Daily Traffic: 40,000 (year 2006), Truck Traffic: 4%, Average Future Daily Traffic: 69,400 (year 2028), Design Load: HS 20, Features Intersected: A-1 Canal Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.594, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 29.6m (97.1ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 29.6m (97.1ft), Out-to-Out Width: 33.5m (109.9ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Channel: Very good, Operating Rating: 52.3 metric tons, Method Used To Determine Operating Rating: Load Testing, Inventory Rating: 31.0 metric tons, Method Used To Determine Inventory Rating: Load Testing, Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: May 2006, Underwater Inspection Date: January 2008, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 860624, Location: 1mi. east of SR-91 (Lat: 26.136111, Lng: -80.202222), Route carried "on" structure: State highway 838, Year Built: 1999, Status: Open, Structure Length: 15.50m (50.85ft), Average Daily Traffic: 29,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 50,315 (year 2028), Design Load: HS 20+Mod, Features Intersected: US-441 (SR-7), Facility Carried by Structure: WB Sunrise Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.412, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 79.0m (259.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 860625, Location: 1mi. east of SR-91 (Lat: 26.136111, Lng: -80.202222), Route carried "on" structure: State highway 838, Year Built: 1999, Status: Open, Structure Length: 15.50m (50.85ft), Average Daily Traffic: 29,000 (year 2006), Truck Traffic: 3%, Average Future Daily Traffic: 50,315 (year 2028), Design Load: HS 20+Mod, Features Intersected: US-441 (SR-7), Facility Carried by Structure: EB Sunrise Blvd. Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 6.412, Lanes on structure: 3, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 79.0m (259.2ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 67.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: Febuary 2008, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864022, Location: N SIDE OF SR-84 WB INTERS (Lat: 26.116008, Lng: -80.316658), Route carried "on" structure: County highway , Year Built: 1960, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 2,808 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 4,685 (year 2025), Design Load: H 15, Features Intersected: N NEW RIVER G-15 CANAL, Facility Carried by Structure: SW 125TH AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 13.5m (44.3ft), Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 13.5m (44.3ft), Out-to-Out Width: 15.7m (51.5ft) Condition: Deck: Fair, Superstructure: Poor, Substructure: Good, Channel: Good, Operating Rating: 22.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 13.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 0.1 - 9.9% below), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2007, Underwater Inspection Date: March 2007, Other Special Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864024, Location: N SIDE SR 84 WB INTERSECT (Lat: 26.117894, Lng: -80.324611), Route carried "on" structure: County highway , Year Built: 1965, Year Reconstructed: 1970, Status: Posted for load, Structure Length: 3.20m (10.50ft), Average Daily Traffic: 1,440 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,000 (year 2025), Design Load: H 20, Features Intersected: N NEW RIVER G-15 CANAL, Facility Carried by Structure: COMMODORE DR Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.019, Lanes on structure: 2, Owner: County Highway Agency, Approaching Roadway Width: 14.1m (46.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 0.2m (0.7ft), Right: 0.2m (0.7ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 9.4m (30.8ft) Condition: Deck: Poor, Superstructure: Poor, Substructure: Poor, Channel: Good, Operating Rating: 44.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Meets minimum limits, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2007, Underwater Inspection Date: March 2007, Other Special Inspection Date: March 2007, Deck Structure Type: Other, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864037, Location: 1.0MI E OF UNIVERSITY DR (Lat: 26.105772, Lng: -80.233683), Route carried "on" structure: County highway , Year Built: 1980, Status: Open, Structure Length: 2.44m (8.01ft), Average Daily Traffic: 24,440 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 40,772 (year 2027), Design Load: HS 20, Features Intersected: HOLLOWAY CANAL, Facility Carried by Structure: PETERS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.630, Lanes on structure: 4, Owner: County Highway Agency, Approaching Roadway Width: 22.0m (72.2ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.2m (40.0ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 30.3m (99.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 57.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 32.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, 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: 864038, Location: 0.1MI E OF PINE ISLAND RD (Lat: 26.146769, Lng: -80.267147), Route carried "on" structure: County highway 838, Year Built: 1978, Year Reconstructed: 1980, Status: Open, Structure Length: 2.16m (7.09ft), Average Daily Traffic: 10,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 13,880 (year 2027), Design Load: HS 20, Features Intersected: C-2 CANAL Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.124, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 24.7m (81.0ft), Skew: 20 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.3m (24.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 24.7m (81.0ft), Out-to-Out Width: 31.8m (104.3ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 68.4 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 41.1 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864043, Location: 0.2MI E/O NOB HILL ROAD (Lat: 26.120800, Lng: -80.282467), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 1996, Status: Open, Structure Length: 2.19m (7.19ft), Average Daily Traffic: 52,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 62,400 (year 2025), Design Load: HS 20, Features Intersected: C-3 CANAL, Facility Carried by Structure: WEST BROWARD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.285, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 23.9m (78.4ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 11.0m (36.1ft), Curb or Sidewalk Widths: Left: 2.0m (6.6ft), Right: 0.0m, Curb-To-Curb Width: 23.9m (78.4ft), Out-to-Out Width: 34.1m (111.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Somewhat better than minimum adequacy, 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: 864053, Location: 0.8MI N/O W BROWARD BLVD. (Lat: 26.132508, Lng: -80.266822), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 30,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 43,375 (year 2025), Design Load: HS 20, Features Intersected: C-2 CANAL, Facility Carried by Structure: PINE ISLAND RD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.485, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.2m (49.9ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864054, Location: 0.8MI N/O W BROWARD BLVD. (Lat: 26.132711, Lng: -80.266831), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 1992, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 30,000 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 43,375 (year 2025), Design Load: HS 20, Features Intersected: C-2 CANAL, Facility Carried by Structure: PINE ISLAND RD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.485, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 24 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.4m (30.8ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.9m (55.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 63.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.1 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: 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864055, Location: 1.2MI N/O W BROWARD BLVD. (Lat: 26.135586, Lng: -80.270058), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 1992, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 22,880 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 31,230 (year 2025), Design Load: HS 20, Features Intersected: CANAL 2L-2W, Facility Carried by Structure: PINE ISLAND RD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.917, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.6m (38.1ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.6m (38.1ft), Out-to-Out Width: 15.6m (51.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 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: Equal 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 Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864056, Location: 1.2MI N/O W BROWARD BLVD. (Lat: 26.135583, Lng: -80.269842), Route carried "on" structure: County highway , Year Built: 1975, Year Reconstructed: 1992, Status: Open, Structure Length: 2.50m (8.20ft), Average Daily Traffic: 22,880 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 31,230 (year 2025), Design Load: HS 20, Features Intersected: CANAL 2L-2W, Facility Carried by Structure: PINE ISLAND RD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.917, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 23 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 8.4m (27.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 16.1m (52.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 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: 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: March 2007, Underwater Inspection Date: March 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 864057, Location: 0.2MI N. OF SUNRISE BLVD (Lat: 26.149969, Lng: -80.267953), Route carried "on" structure: County highway , Year Built: 1977, Year Reconstructed: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 22,880 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 27,456 (year 2027), Design Load: HS 20, Features Intersected: 2L-3W CANAL, Facility Carried by Structure: PINE ISLAND RD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.607, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 0.0m, Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 88.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 53.0 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 864058, Location: 0.2MI N OF SUNRISE BLVD (Lat: 26.149972, Lng: -80.267783), Route carried "on" structure: County highway , Year Built: 1977, Year Reconstructed: 1992, Status: Open, Structure Length: 2.07m (6.79ft), Average Daily Traffic: 22,880 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 27,456 (year 2027), Design Load: HS 20, Features Intersected: 2L-3W CANAL, Facility Carried by Structure: PINE ISLAND RD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.607, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 11.8m (38.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.4m (34.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.6m (5.2ft), Curb-To-Curb Width: 11.8m (38.7ft), Out-to-Out Width: 15.8m (51.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 79.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 47.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of corrective action, 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: 864096, Location: AT NORTH SIDE OF SR-84 (Lat: 26.115331, Lng: -80.313806), Route carried "on" structure: County highway 823, Year Built: 1989, Status: Open, Structure Length: 4.19m (13.75ft), Average Daily Traffic: 12,850 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 16,014 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORTH NEW RIVER CANAL, Facility Carried by Structure: FLAMINGO ROAD SB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 24.0m (78.7ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 2.3m (7.5ft), Right: 0.0m, Curb-To-Curb Width: 24.0m (78.7ft), Out-to-Out Width: 27.2m (89.2ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 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: 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864097, Location: AT NORTH SIDE OF SR-84 (Lat: 26.115264, Lng: -80.313456), Route carried "on" structure: County highway 823, Year Built: 1989, Status: Open, Structure Length: 4.30m (14.11ft), Average Daily Traffic: 12,850 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 16,014 (year 2027), Design Load: HS 20+Mod, Features Intersected: NORTH NEW RIVER CANAL, Facility Carried by Structure: FLAMINGO ROAD NB Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.729, Lanes on structure: 3, Owner: County Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 2 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 5, Length of Maximum Span: 10.7m (35.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.3m (7.5ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 16.0m (52.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 56.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 33.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: 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: April 2007, Underwater Inspection Date: April 2007, Deck Structure Type: Concrete Cast-file-Place Find on map >>
Structure Number: 864109, Location: 0.1MI W OF PINE ISLAND RD (Lat: 26.120817, Lng: -80.266394), Route carried "on" structure: County highway 842, Year Built: 1996, Status: Open, Structure Length: 2.42m (7.94ft), Average Daily Traffic: 25,282 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 30,000 (year 2027), Design Load: HS 20, Features Intersected: C-2 CANAL, Facility Carried by Structure: W BROWARD BLVD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.431, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 27.0m (88.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 12.1m (39.7ft), Curb or Sidewalk Widths: Left: 1.9m (6.2ft), Right: 2.0m (6.6ft), Curb-To-Curb Width: 26.7m (87.6ft), Out-to-Out Width: 40.4m (132.5ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 64.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 38.5 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, 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: 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: 868, Location: 500FT W OF SW 54TH AVE (Lat: 26.100619, Lng: -80.223128), Route carried "on" structure: City street , Year Built: 1973, Status: Open, Structure Length: 0.86m (2.82ft), Average Daily Traffic: 1,100 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,700 (year 2027), Design Load: H 20, Features Intersected: 175 CANAL, Facility Carried by Structure: SW 16TH STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.6m (28.2ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 64.5 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 38.7 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868001, Location: 0.2MI W OF SW 54TH AVE. (Lat: 26.101442, Lng: -80.224850), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.79m (2.59ft), Average Daily Traffic: 1,100 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,700 (year 2027), Design Load: HS 20, Features Intersected: CANAL, Facility Carried by Structure: S.W. 16 STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.2m (23.6ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868002, Location: 0.5MI W OF SW 54 AVE. (Lat: 26.102603, Lng: -80.230331), Route carried "on" structure: City street , Year Built: 1976, Status: Open, Structure Length: 0.80m (2.62ft), Average Daily Traffic: 1,100 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,700 (year 2027), Design Load: HS 20, Features Intersected: NORTH NEW RIVER, Facility Carried by Structure: S.W. 16 STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.0m (23.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 8.0m (26.2ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.3m (40.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.6 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 40.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868009, Location: 250FT W OF PINE ISLAND RD (Lat: 26.112303, Lng: -80.261347), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 2.02m (6.63ft), Average Daily Traffic: 4,320 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 5,185 (year 2027), Design Load: HS 15, Features Intersected: CANAL, Facility Carried by Structure: GATE HOUSE ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.4m (27.6ft), Skew: 1 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 10.3m (33.8ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.1m (3.6ft), Curb-To-Curb Width: 8.9m (29.2ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 50.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Better than present minimum 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86801, Location: 300FT N/O GATE HOUSE RD (Lat: 26.113592, Lng: -80.262072), Route carried "on" structure: City street , Year Built: 1970, Status: Open, Structure Length: 0.61m (2.00ft), Average Daily Traffic: 1,100 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 1,735 (year 2027), Design Load: HS 15, Features Intersected: CANAL, Facility Carried by Structure: LAKE DASHA DRIVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 8.6m (28.2ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.3m (1.0ft), Right: 1.3m (4.3ft), Curb-To-Curb Width: 8.0m (26.2ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 46.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 29.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Somewhat better than minimum adequacy, 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868014, Location: ADJ TO S SIDE OF BROWARD (Lat: 26.120572, Lng: -80.260867), Route carried "on" structure: City street , Year Built: 1978, Status: Open, Structure Length: 0.76m (2.49ft), Average Daily Traffic: 11,520 (year 2003), Truck Traffic: 5%, Average Future Daily Traffic: 13,850 (year 2027), Design Load: H 20, Features Intersected: PANAMA CANAL, Facility Carried by Structure: SW 84TH AVE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 5, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 17.0m (55.8ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 1, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 2.1m (6.9ft), Right: 2.1m (6.9ft), Curb-To-Curb Width: 19.1m (62.7ft), Out-to-Out Width: 24.3m (79.7ft) Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Good, Channel: Good, Operating Rating: 63.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868017, Location: 0.9MI E OF NOB HILL RD. (Lat: 26.112575, Lng: -80.282164), Route carried "on" structure: City street , Year Built: 1973, Status: Posted for load, Structure Length: 2.30m (7.55ft), Average Daily Traffic: 2,880 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,456 (year 2027), Design Load: H 20, Features Intersected: CANAL, Facility Carried by Structure: TORCHWOOD AVENUE Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.8m (22.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.9m (25.9ft), Curb or Sidewalk Widths: Left: 0.4m (1.3ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 8.6m (28.2ft), Out-to-Out Width: 10.5m (34.4ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: 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: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868024, Location: 100FT W/O SW 63RD AVE. (Lat: 26.102722, Lng: -80.233597), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 2.08m (6.82ft), Average Daily Traffic: 3,120 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 5,205 (year 2027), Design Load: HS 20, Features Intersected: HOLLOWAY CANAL, Facility Carried by Structure: S.W. 16 STREET Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.7m (22.0ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 12.2m (40.0ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 72.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 43.6 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868027, Location: 0.4MI East of NW 70th AVE (Lat: 26.123400, Lng: -80.234281), Route carried "on" structure: City street , Year Built: 1959, Status: Posted for load, Structure Length: 1.23m (4.04ft), Average Daily Traffic: 2,880 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 3,460 (year 2027), Design Load: H 20, Features Intersected: HOLLOWAY CANAL, Facility Carried by Structure: CYPRESS ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.000, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.5m (21.3ft), Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.1m (20.0ft), Curb or Sidewalk Widths: Left: 0.9m (3.0ft), Right: 0.9m (3.0ft), Curb-To-Curb Width: 7.4m (24.3ft), Out-to-Out Width: 10.0m (32.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 60.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 36.3 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: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 868028, Location: 300FT. E/O NW 65TH AVE. (Lat: 26.132667, Lng: -80.234617), Route carried "on" structure: City street , Year Built: 1957, Status: Posted for load, Structure Length: 1.28m (4.20ft), Average Daily Traffic: 1,182 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 2,051 (year 2027), Design Load: HS 20, Features Intersected: HOLLOWAY CANAL, Facility Carried by Structure: PLANTATION ROAD Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.773, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 6.1m (20.0ft), Skew: 1 degrees, Material/Design: Concrete, Design/Construction: Channel Beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 6.4m (21.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 7.3m (24.0ft), Out-to-Out Width: 10.3m (33.8ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 58.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 34.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Superior to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2007, Underwater Inspection Date: June 2007, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous Find on map >>
Structure Number: 86803, Location: 150FT W/O NW 75TH TERRACE (Lat: 26.139475, Lng: -80.250908), Route carried "on" structure: City street , Year Built: 1975, Status: Open, Structure Length: 1.44m (4.72ft), Average Daily Traffic: 4,320 (year 2003), Truck Traffic: 2%, Average Future Daily Traffic: 5,184 (year 2027), Design Load: H 20, Features Intersected: 1-A CANAL, Facility Carried by Structure: NW 11TH PLACE 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: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 2, Length of Maximum Span: 7.0m (23.0ft), Curb or Sidewalk Widths: Left: 1.0m (3.3ft), Right: 1.0m (3.3ft), Curb-To-Curb Width: 8.5m (27.9ft), Out-to-Out Width: 11.0m (36.1ft) Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.0 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 39.6 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: 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 Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous Discuss this city on our hugely popular Florida forum Back to: Plantation, FL, Florida, All US cities.
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