Bridge Statistics for Fort Lauderdale, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 213Number of bridges
- 5,591ft / 1,704mTotal length
- $743,000Total costs
- 6,288,142Total average daily traffic
- 490,624Total average daily truck traffic
- National Bridge Inventory (NBI) Registered Bridges for Fort Lauderdale
- No street view available for this location
- New bridges - historical statistics
- 41920-1929
- 21930-1939
- 31940-1949
- 211950-1959
- 231960-1969
- 391970-1979
- 351980-1989
- 591990-1999
- 52000-2009
- 182010-2019
- 42020-2022
- Reconstructed bridges - Historical Statistics
- 41950-1959
- 31960-1969
- 31970-1979
- 81980-1989
- 21990-1999
- 02000-2009
- 42010-2019
- 22020-2022
- Bridge Condition - Deck
- 1.5%Excellent
- 15.6%Very good
- 55.6%Good
- 11.1%Satisfactory
- 14.8%Fair
- 1.5%Poor
- Bridge Condition - Superstructure
- 1.5%Excellent
- 16.3%Very good
- 51.9%Good
- 9.6%Satisfactory
- 16.3%Fair
- 2.2%Poor
- 2.2%Serious
- Bridge Condition - Substructure
- 1.5%Excellent
- 23.7%Very good
- 49.6%Good
- 8.9%Satisfactory
- 14.8%Fair
- 1.5%Serious
- Bridge Condition - Channel
- 26.8%Very good
- 61.9%Good
- 10.3%Satisfactory
- 1.0%Fair
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Structure Number: 860002, Location: .25 MI North of SR-736 (Lat: 26.110472, Lng: -80.137039), Route carried "on" structure: US 1, Year Built: 1930, Year Reconstructed: 1963, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 48,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 84,148 (year 2042), Design Load: HS 20, Features Intersected: Tarpon River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.284, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860002, Location: .25 MI North of SR-736 (Lat: 26.110472, Lng: -80.137039), Route carried "on" structure: US 1, Year Built: 1930, Year Reconstructed: 1963, Status: Open, Structure Length: 1.45m (4.76ft), Average Daily Traffic: 48,500 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 84,148 (year 2042), Design Load: HS 20, Features Intersected: Tarpon River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 15.284, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.7m (84.3ft), Skew: 20 degrees, Material/Design: Steel, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 14.5m (47.6ft), Curb or Sidewalk Widths: Left: 1.7m (5.6ft), Right: 1.7m (5.6ft), Curb-To-Curb Width: 25.7m (84.3ft), Out-to-Out Width: 30.5m (100.1ft)
Condition: Deck: Fair, Superstructure: Fair, Substructure: Satisfactory, Channel: Satisfactory, Operating Rating: 57.8 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 23.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860008, Location: 1 MILE WEST OF I-95 (Lat: 26.085264, Lng: -80.182511), Route carried "on" structure: State highway 84, Year Built: 1956, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 35,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 61,592 (year 2042), Design Load: HS 20, Features Intersected: SO. FORK NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.847, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860008, Location: 1 MILE WEST OF I-95 (Lat: 26.085264, Lng: -80.182511), Route carried "on" structure: State highway 84, Year Built: 1956, Status: Open, Structure Length: 7.19m (23.59ft), Average Daily Traffic: 35,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 61,592 (year 2042), Design Load: HS 20, Features Intersected: SO. FORK NEW RIVER
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 26.847, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Skew: 10 degrees, Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 12.2m (40.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 20.7m (67.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.2m (3.9ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 20.3m (66.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 35.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: September 2021, Critical Feature Inspection Date: September 2021, Underwater Inspection Date: September 2021, Other Special Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860017, Location: 1.5mi East of Andrews Ave (Lat: 26.119428, Lng: -80.124781), Route carried "on" structure: State highway 842, Year Built: 1950, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 13,100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,728 (year 2042), Design Load: H 15, Features Intersected: Sospiro Canal, Facility Carried by Structure: Las Olas Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860017, Location: 1.5mi East of Andrews Ave (Lat: 26.119428, Lng: -80.124781), Route carried "on" structure: State highway 842, Year Built: 1950, Status: Open, Structure Length: 3.02m (9.91ft), Average Daily Traffic: 13,100 (year 2020), Truck Traffic: 3%, Average Future Daily Traffic: 22,728 (year 2042), Design Load: H 15, Features Intersected: Sospiro Canal, Facility Carried by Structure: Las Olas Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.239, Lanes on structure: 2, Owner: City or Municipal Highway Agency, Approaching Roadway Width: 7.7m (25.3ft), Material/Design: Concrete, Design/Construction: Tee Beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 10.1m (33.1ft), Curb-To-Curb Width: 7.7m (25.3ft), Out-to-Out Width: 7.7m (25.3ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 42.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 25.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: July 2020, Underwater Inspection Date: July 2020, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860018, Location: W.of A1A on Las Olas Blv. (Lat: 26.120000, Lng: -80.110583), Route carried "on" structure: State highway 842, Year Built: 1958, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 11,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,258 (year 2042), Design Load: H 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Las Olas Boulevard
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 2.675, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 9.0m (29.5ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860018, Location: W.of A1A on Las Olas Blv. (Lat: 26.120000, Lng: -80.110583), Route carried "on" structure: State highway 842, Year Built: 1958, Status: Open, Structure Length: 33.38m (109.51ft), Average Daily Traffic: 11,100 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 19,258 (year 2042), Design Load: H 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Las Olas Boulevard
Minimum Vertical Clearance: 5.79m (19.00ft), Kilometerpoint: 2.675, Lanes on structure: 4, Lanes under structure: 2, Owner: State Highway Agency, Approaching Roadway Width: 14.6m (47.9ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 9.0m (29.5ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 15, Length of Maximum Span: 35.4m (116.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 14.6m (47.9ft), Out-to-Out Width: 18.8m (61.7ft)
Condition: Deck: Satisfactory, Superstructure: Fair, Substructure: Satisfactory, Channel: Good, Operating Rating: 33.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 19.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: October 2020, Critical Feature Inspection Date: October 2020, Underwater Inspection Date: October 2020, Other Special Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860032, Location: 0.25 MI NORTH OF 62 ST. (Lat: 26.206136, Lng: -80.132728), Route carried "on" structure: State highway 811, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HL 93, Features Intersected: C-14 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.230, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior 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: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860032, Location: 0.25 MI NORTH OF 62 ST. (Lat: 26.206136, Lng: -80.132728), Route carried "on" structure: State highway 811, Year Built: 1961, Year Reconstructed: 1991, Status: Open, Structure Length: 4.85m (15.91ft), Average Daily Traffic: 20,200 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 35,047 (year 2042), Design Load: HL 93, Features Intersected: C-14 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.230, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.1m (56.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 16.2m (53.1ft), Curb or Sidewalk Widths: Left: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 20.3m (66.6ft), Out-to-Out Width: 24.3m (79.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 45.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present desirable criteria, Waterway Adequacy: Superior 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: April 2020, Underwater Inspection Date: April 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860035, Location: 1.5 Mile East of US-1 (Lat: 26.100808, Lng: -80.112108), Route carried "on" structure: State highway A1A, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 32,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 56,388 (year 2042), Design Load: HS 20, Features Intersected: Mercedes River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.424, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 23 degrees, Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Concrete, Design/Construction: Tee Beam, 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: 18.0m (59.1ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860035, Location: 1.5 Mile East of US-1 (Lat: 26.100808, Lng: -80.112108), Route carried "on" structure: State highway A1A, Year Built: 1956, Year Reconstructed: 1982, Status: Open, Structure Length: 5.03m (16.50ft), Average Daily Traffic: 32,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 56,388 (year 2042), Design Load: HS 20, Features Intersected: Mercedes River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.424, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 18.0m (59.1ft), Skew: 23 degrees, Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Concrete, Design/Construction: Tee Beam, 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: 18.0m (59.1ft), Out-to-Out Width: 22.4m (73.5ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Satisfactory, Channel: Good, Operating Rating: 45.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 26.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior 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: September 2021, Underwater Inspection Date: September 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860038, Location: Davie Blvd. East of I-95 (Lat: 26.107114, Lng: -80.159653), Route carried "on" structure: State highway 736, Year Built: 1960, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 41,000 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 71,135 (year 2042), Design Load: HS 20, Features Intersected: South Fork of New River, Facility Carried by Structure: Davie Blvd.
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 4.200, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860038, Location: Davie Blvd. East of I-95 (Lat: 26.107114, Lng: -80.159653), Route carried "on" structure: State highway 736, Year Built: 1960, Status: Open, Structure Length: 12.50m (41.01ft), Average Daily Traffic: 41,000 (year 2021), Truck Traffic: 6%, Average Future Daily Traffic: 71,135 (year 2042), Design Load: HS 20, Features Intersected: South Fork of New River, Facility Carried by Structure: Davie Blvd.
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 4.200, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 18.3m (60.0ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 8, Length of Maximum Span: 21.6m (70.9ft), Curb or Sidewalk Widths: Left: 1.8m (5.9ft), Right: 1.8m (5.9ft), Curb-To-Curb Width: 14.2m (46.6ft), Out-to-Out Width: 18.2m (59.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Good, Operating Rating: 39.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 30.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: Febuary 2021, Critical Feature Inspection Date: Febuary 2021, Underwater Inspection Date: Febuary 2021, Other Special Inspection Date: Febuary 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860095, Location: .7 mi. S. of Oak Pk Blvd (Lat: 26.155667, Lng: -80.154289), Route carried "on" structure: State highway 845, Year Built: 1957, Year Reconstructed: 1972, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 23,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 40,772 (year 2042), Design Load: HS 20, Features Intersected: S. Fork Middle River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.121, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860095, Location: .7 mi. S. of Oak Pk Blvd (Lat: 26.155667, Lng: -80.154289), Route carried "on" structure: State highway 845, Year Built: 1957, Year Reconstructed: 1972, Status: Open, Structure Length: 2.29m (7.51ft), Average Daily Traffic: 23,500 (year 2020), Truck Traffic: 9%, Average Future Daily Traffic: 40,772 (year 2042), Design Load: HS 20, Features Intersected: S. Fork Middle River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.121, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.8m (84.6ft), Skew: 23 degrees, Material/Design: Prestressed concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 7.6m (24.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 25.8m (84.6ft), Out-to-Out Width: 29.5m (96.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Satisfactory, Operating Rating: 56.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: Febuary 2022, Underwater Inspection Date: Febuary 2022, Deck Structure Type: Concrete Precast Panels, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860115, Location: 1Mi South of Oakland Blvd (Lat: 26.151328, Lng: -80.167881), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 116,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 202,128 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.816, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860115, Location: 1Mi South of Oakland Blvd (Lat: 26.151328, Lng: -80.167881), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 116,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 202,128 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.816, Lanes on structure: 7, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860126, Location: Sunrise Blvd. over I-95 (Lat: 26.136550, Lng: -80.169794), Route carried "on" structure: State highway 838, Year Built: 1974, Year Reconstructed: 1990, Status: Open, Structure Length: 16.19m (53.12ft), Average Daily Traffic: 48,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 84,148 (year 2042), Design Load: HL 93, Features Intersected: I-95 (SR-9) & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.680, Lanes on structure: 10, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.7m (100.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.7m (100.7ft), Out-to-Out Width: 43.1m (141.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860126, Location: Sunrise Blvd. over I-95 (Lat: 26.136550, Lng: -80.169794), Route carried "on" structure: State highway 838, Year Built: 1974, Year Reconstructed: 1990, Status: Open, Structure Length: 16.19m (53.12ft), Average Daily Traffic: 48,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 84,148 (year 2042), Design Load: HL 93, Features Intersected: I-95 (SR-9) & RR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 9.680, Lanes on structure: 10, Lanes under structure: 13, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.7m (100.7ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 8, Length of Maximum Span: 30.4m (99.7ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.7m (100.7ft), Out-to-Out Width: 43.1m (141.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 42.8 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 28.1 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860144, Location: .75mi. E of US-1on SR-870 (Lat: 26.189789, Lng: -80.103353), Route carried "on" structure: State highway 870, Year Built: 1964, Status: Open, Structure Length: 10.68m (35.04ft), Average Daily Traffic: 41,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 72,002 (year 2042), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Commercial Blvd.
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 15.252, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: March 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860144, Location: .75mi. E of US-1on SR-870 (Lat: 26.189789, Lng: -80.103353), Route carried "on" structure: State highway 870, Year Built: 1964, Status: Open, Structure Length: 10.68m (35.04ft), Average Daily Traffic: 41,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 72,002 (year 2042), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: Commercial Blvd.
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 15.252, Lanes on structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 17.9m (58.7ft), Skew: 20 degrees, Navigation Control: Yes ( Vertical Clearance: 4.3m (14.1ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 33.5m (109.9ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.4m (44.0ft), Out-to-Out Width: 17.6m (57.7ft)
Condition: Deck: Good, Superstructure: Fair, Substructure: Good, Channel: Very good, Operating Rating: 42.1 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 25.1 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Somewhat better than minimum adequacy, Deck Geometry: High priority of replacement, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Critical Feature Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 12 months, Inspection Date: March 2020, Critical Feature Inspection Date: March 2020, Underwater Inspection Date: March 2020, Other Special Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860179, Location: 0.2MI E OF NW 27TH AVE. (Lat: 26.128961, Lng: -80.175111), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 20,801 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2042), Design Load: HS 20, Features Intersected: NORTH FORK NEW RIVER, Facility Carried by Structure: NW 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860179, Location: 0.2MI E OF NW 27TH AVE. (Lat: 26.128961, Lng: -80.175111), Route carried "on" structure: City street , Year Built: 1964, Year Reconstructed: 1971, Status: Open, Structure Length: 2.41m (7.91ft), Average Daily Traffic: 20,801 (year 2021), Truck Traffic: 2%, Average Future Daily Traffic: 30,000 (year 2042), Design Load: HS 20, Features Intersected: NORTH FORK NEW RIVER, Facility Carried by Structure: NW 6TH STREET
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.110, Lanes on structure: 5, Owner: County Highway Agency, Approaching Roadway Width: 19.5m (64.0ft), Skew: 5 degrees, Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 3, Length of Maximum Span: 9.1m (29.9ft), Curb or Sidewalk Widths: Left: 1.4m (4.6ft), Right: 1.4m (4.6ft), Curb-To-Curb Width: 19.5m (64.0ft), Out-to-Out Width: 22.8m (74.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 41.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860213, Location: 0.3mi N of SR-84 (Lat: 26.097389, Lng: -80.168433), Route carried "on" structure: Ramp Interstate 595, Year Built: 1969, Year Reconstructed: 1992, Status: Open, Structure Length: 46.02m (150.98ft), Average Daily Traffic: 40,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 69,400 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.158, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860213, Location: 0.3mi N of SR-84 (Lat: 26.097389, Lng: -80.168433), Route carried "on" structure: Ramp Interstate 595, Year Built: 1969, Year Reconstructed: 1992, Status: Open, Structure Length: 46.02m (150.98ft), Average Daily Traffic: 40,000 (year 2020), Truck Traffic: 10%, Average Future Daily Traffic: 69,400 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 2.158, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 9 degrees, Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 15, Length of Maximum Span: 45.7m (149.9ft), Curb-To-Curb Width: 12.8m (42.0ft), Out-to-Out Width: 14.4m (47.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Satisfactory, Channel: Good, Operating Rating: 31.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 27.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior 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 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860215, Location: 1Mi North of Sunrise Blvd (Lat: 26.151336, Lng: -80.167567), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 116,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 202,128 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.816, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860215, Location: 1Mi North of Sunrise Blvd (Lat: 26.151336, Lng: -80.167567), Route carried "on" structure: Interstate 95, Year Built: 1972, Year Reconstructed: 2020, Status: Open, Structure Length: 5.84m (19.16ft), Average Daily Traffic: 116,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 202,128 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 19th Street
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 19.816, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 20.6m (67.6ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 34.0m (111.5ft), Curb-To-Curb Width: 29.2m (95.8ft), Out-to-Out Width: 34.4m (112.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Operating Rating: 47.0 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), 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: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860243, Location: 0.4 MI N OF Cypress Ck Rd (Lat: 26.209108, Lng: -80.138322), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2019, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 105,000 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 182,175 (year 2042), Design Load: HS 20+Mod, Features Intersected: Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.016, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860243, Location: 0.4 MI N OF Cypress Ck Rd (Lat: 26.209108, Lng: -80.138322), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2019, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 105,000 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 182,175 (year 2042), Design Load: HS 20+Mod, Features Intersected: Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.016, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.8m (101.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860244, Location: 0.4MI N of Cypress Crk Rd (Lat: 26.209056, Lng: -80.138214), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2019, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 105,000 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 182,175 (year 2042), Design Load: HS 20+Mod, Features Intersected: Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.016, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860244, Location: 0.4MI N of Cypress Crk Rd (Lat: 26.209056, Lng: -80.138214), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 2019, Status: Open, Structure Length: 7.68m (25.20ft), Average Daily Traffic: 105,000 (year 2022), Truck Traffic: 8%, Average Future Daily Traffic: 182,175 (year 2042), Design Load: HS 20+Mod, Features Intersected: Canal C-14
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 27.016, Lanes on structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 30.0m (98.4ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.6m (84.0ft), Curb-To-Curb Width: 30.0m (98.4ft), Out-to-Out Width: 30.1m (98.8ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 43.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.3 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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: January 2022, Underwater Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860257, Location: WB SR-842 over CSX R/R (Lat: 26.121778, Lng: -80.170000), Route carried "on" structure: State highway 842, Year Built: 1974, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 22,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,604 (year 2042), Design Load: HS 20, Features Intersected: PnR Access Rd. & CSX R/R, Facility Carried by Structure: WB Broward Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.217, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860257, Location: WB SR-842 over CSX R/R (Lat: 26.121778, Lng: -80.170000), Route carried "on" structure: State highway 842, Year Built: 1974, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 22,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,604 (year 2042), Design Load: HS 20, Features Intersected: PnR Access Rd. & CSX R/R, Facility Carried by Structure: WB Broward Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.217, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 22.7m (74.5ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 15.6m (51.2ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Good, Operating Rating: 50.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 44.4 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Underclear: High priority of corrective action, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 860258, Location: EB SR-842 over CSX R/R (Lat: 26.121611, Lng: -80.169944), Route carried "on" structure: State highway 842, Year Built: 1974, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 22,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,604 (year 2042), Design Load: HS 20, Features Intersected: Access Rd. & CSX R/R, Facility Carried by Structure: EB Broward Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.217, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.8m (107.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860258, Location: EB SR-842 over CSX R/R (Lat: 26.121611, Lng: -80.169944), Route carried "on" structure: State highway 842, Year Built: 1974, Status: Open, Structure Length: 6.77m (22.21ft), Average Daily Traffic: 22,250 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 38,604 (year 2042), Design Load: HS 20, Features Intersected: Access Rd. & CSX R/R, Facility Carried by Structure: EB Broward Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 8.217, Lanes on structure: 4, Lanes under structure: 2, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 11.9m (39.0ft), Skew: 9 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 32.8m (107.6ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 15.4m (50.5ft), Out-to-Out Width: 20.8m (68.2ft)
Condition: Deck: Very good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 45.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Meets minimum limits, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Better than present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86026, Location: 0.23mi N of Broward Blvd. (Lat: 26.125083, Lng: -80.169583), Route carried "on" structure: Ramp Interstate 95, Year Built: 1974, Year Reconstructed: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 31,230 (year 2042), Design Load: HS 20+Mod, Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 86026, Location: 0.23mi N of Broward Blvd. (Lat: 26.125083, Lng: -80.169583), Route carried "on" structure: Ramp Interstate 95, Year Built: 1974, Year Reconstructed: 1994, Status: Open, Structure Length: 4.72m (15.49ft), Average Daily Traffic: 18,000 (year 2020), Truck Traffic: 6%, Average Future Daily Traffic: 31,230 (year 2042), Design Load: HS 20+Mod, Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.027, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 5.5m (18.0ft), Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.8m (65.0ft), Curb-To-Curb Width: 6.4m (21.0ft), Out-to-Out Width: 13.9m (45.6ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 44.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 38.6 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860263, Location: EXIT 29 SB ON RAMP (Lat: 26.135981, Lng: -80.169817), Route carried "on" structure: Ramp Interstate 95, Year Built: 1974, Year Reconstructed: 1990, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,905 (year 2042), Design Load: HL 93, Features Intersected: SR-838 SUNRISE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860263, Location: EXIT 29 SB ON RAMP (Lat: 26.135981, Lng: -80.169817), Route carried "on" structure: Ramp Interstate 95, Year Built: 1974, Year Reconstructed: 1990, Status: Open, Structure Length: 9.24m (30.31ft), Average Daily Traffic: 23,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 39,905 (year 2042), Design Load: HL 93, Features Intersected: SR-838 SUNRISE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.014, Lanes on structure: 1, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Very good, Substructure: Very good, Operating Rating: 46.7 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 35.9 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860264, Location: EXIT 29 SB OFF RAMP (Lat: 26.137103, Lng: -80.169894), Route carried "on" structure: Ramp Interstate 95, Year Built: 1975, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 27,760 (year 2042), Design Load: HL 93, Features Intersected: SR-838 SUNRISE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860264, Location: EXIT 29 SB OFF RAMP (Lat: 26.137103, Lng: -80.169894), Route carried "on" structure: Ramp Interstate 95, Year Built: 1975, Status: Open, Structure Length: 7.86m (25.79ft), Average Daily Traffic: 16,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 27,760 (year 2042), Design Load: HL 93, Features Intersected: SR-838 SUNRISE BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.328, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 11.3m (37.1ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.6m (70.9ft), Curb-To-Curb Width: 11.3m (37.1ft), Out-to-Out Width: 12.0m (39.4ft)
Condition: Deck: Satisfactory, Superstructure: Satisfactory, Substructure: Very good, Operating Rating: 45.1 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 34.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of replacement, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: August 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860269, Location: SR-842 over I-95 (SR 9) (Lat: 26.121722, Lng: -80.168750), Route carried "on" structure: State highway 842, Year Built: 1974, Status: Open, Structure Length: 9.09m (29.82ft), Average Daily Traffic: 44,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 77,208 (year 2042), Design Load: HS 20, Features Intersected: I-95 (SR-9), Facility Carried by Structure: Broward Blvd.
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 8.322, Lanes on structure: 8, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.2m (112.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
Structure Number: 860269, Location: SR-842 over I-95 (SR 9) (Lat: 26.121722, Lng: -80.168750), Route carried "on" structure: State highway 842, Year Built: 1974, Status: Open, Structure Length: 9.09m (29.82ft), Average Daily Traffic: 44,500 (year 2020), Truck Traffic: 4%, Average Future Daily Traffic: 77,208 (year 2042), Design Load: HS 20, Features Intersected: I-95 (SR-9), Facility Carried by Structure: Broward Blvd.
Minimum Vertical Clearance: 5.97m (19.59ft), Kilometerpoint: 8.322, Lanes on structure: 8, Lanes under structure: 10, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 26.8m (87.9ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 34.2m (112.2ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 30.5m (100.1ft), Out-to-Out Width: 34.2m (112.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 69.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place, Wearing Surface/Protective System: Wearing Surface: Bituminous
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Structure Number: 86027, Location: 0.24mi N of Broward Blvd. (Lat: 26.125033, Lng: -80.169331), Route carried "on" structure: Interstate 95, Year Built: 1974, Year Reconstructed: 1994, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.861, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 86027, Location: 0.24mi N of Broward Blvd. (Lat: 26.125033, Lng: -80.169331), Route carried "on" structure: Interstate 95, Year Built: 1974, Year Reconstructed: 1994, Status: Open, Structure Length: 6.31m (20.70ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.861, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 25.0m (82.0ft), Skew: 2 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 21.0m (68.9ft), Curb-To-Curb Width: 24.4m (80.1ft), Out-to-Out Width: 29.0m (95.1ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 51.3 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 37.2 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860271, Location: 0.17mi N of Broward Blvd. (Lat: 26.124806, Lng: -80.168861), Route carried "on" structure: Interstate 95, Year Built: 1974, Year Reconstructed: 2018, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.834, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860271, Location: 0.17mi N of Broward Blvd. (Lat: 26.124806, Lng: -80.168861), Route carried "on" structure: Interstate 95, Year Built: 1974, Year Reconstructed: 2018, Status: Open, Structure Length: 7.62m (25.00ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: North Fork of New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 16.834, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Skew: 3 degrees, Navigation Control: Yes ( Vertical Clearance: 2.1m (6.9ft), Horizontal Clearance: 9.1m (29.9ft)), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 5, Length of Maximum Span: 21.3m (69.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 29.4m (96.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 52.9 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 40.8 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Meets minimum limits, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: October 2021, Underwater Inspection Date: October 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860272, Location: 0.5MI N SR-842 Brwd Blvd (Lat: 26.129139, Lng: -80.169556), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 1994, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 6th St Sistrunk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.344, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860272, Location: 0.5MI N SR-842 Brwd Blvd (Lat: 26.129139, Lng: -80.169556), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 1994, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 6th St Sistrunk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.344, Lanes on structure: 6, Lanes under structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 28.7m (94.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 28.7m (94.2ft), Out-to-Out Width: 31.9m (104.7ft)
Condition: Deck: Good, Superstructure: Satisfactory, Substructure: Serious, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: High priority of corrective action, Deck Geometry: Better than present minimum criteria, Underclear: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Other Special Inspection Frequency: Every 6 months, Inspection Date: January 2022, Other Special Inspection Date: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860273, Location: .5mi N. SR-842 Brwd. Blvd (Lat: 26.129111, Lng: -80.169194), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 1994, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 6th St. Sistrunk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.344, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860273, Location: .5mi N. SR-842 Brwd. Blvd (Lat: 26.129111, Lng: -80.169194), Route carried "on" structure: Interstate 95, Year Built: 1975, Year Reconstructed: 1994, Status: Open, Structure Length: 4.83m (15.85ft), Average Daily Traffic: 148,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 256,780 (year 2042), Design Load: HS 20+Mod, Features Intersected: NW 6th St. Sistrunk Blvd
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 17.344, Lanes on structure: 6, Lanes under structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 32.3m (106.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 25.3m (83.0ft), Curb-To-Curb Width: 32.3m (106.0ft), Out-to-Out Width: 33.2m (108.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Operating Rating: 43.5 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 33.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum 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: January 2022, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860275, Location: 0.7 MI S. of SR 816 (Lat: 26.157669, Lng: -80.117525), Route carried "on" structure: US 1, Year Built: 1974, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,242 (year 2042), Design Load: HS 20, Features Intersected: Middle River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.430, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 8.8m (28.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860275, Location: 0.7 MI S. of SR 816 (Lat: 26.157669, Lng: -80.117525), Route carried "on" structure: US 1, Year Built: 1974, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,242 (year 2042), Design Load: HS 20, Features Intersected: Middle River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.430, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 8.8m (28.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860278, Location: .7MI S. of SR 816 (Lat: 26.157150, Lng: -80.117358), Route carried "on" structure: US 1, Year Built: 1974, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,242 (year 2042), Design Load: HS 20, Features Intersected: Middle River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.430, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 8.8m (28.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860278, Location: .7MI S. of SR 816 (Lat: 26.157150, Lng: -80.117358), Route carried "on" structure: US 1, Year Built: 1974, Status: Open, Structure Length: 4.82m (15.81ft), Average Daily Traffic: 25,500 (year 2020), Truck Traffic: 2%, Average Future Daily Traffic: 44,242 (year 2042), Design Load: HS 20, Features Intersected: Middle River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 5.430, Lanes on structure: 3, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 12.0m (39.4ft), Navigation Control: Yes ( Vertical Clearance: 2.4m (7.9ft), Horizontal Clearance: 8.8m (28.9ft)), Material/Design: Concrete, Design/Construction: Slab, Number Of Spans In Main Unit: 6, Length of Maximum Span: 10.1m (33.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 12.0m (39.4ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Very good, Operating Rating: 71.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 46.0 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2020, Underwater Inspection Date: March 2020, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860283, Location: 0.2MI S OF SR838(SUNRISE) (Lat: 26.134011, Lng: -80.186489), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 1977, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,640 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2042), Design Load: HS 20, Features Intersected: N. FORK NEW RIVER, Facility Carried by Structure: NW 31 ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860283, Location: 0.2MI S OF SR838(SUNRISE) (Lat: 26.134011, Lng: -80.186489), Route carried "on" structure: County highway , Year Built: 1976, Year Reconstructed: 1977, Status: Open, Structure Length: 2.83m (9.28ft), Average Daily Traffic: 16,640 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,000 (year 2042), Design Load: HS 20, Features Intersected: N. FORK NEW RIVER, Facility Carried by Structure: NW 31 ST AVE
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.384, Lanes on structure: 6, Owner: County Highway Agency, Approaching Roadway Width: 23.8m (78.1ft), Skew: 21 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: 1.6m (5.2ft), Right: 1.6m (5.2ft), Curb-To-Curb Width: 23.8m (78.1ft), Out-to-Out Width: 31.3m (102.7ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 55.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.9 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: March 2021, Underwater Inspection Date: March 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860319, Location: 0.2MI S OF BROWARD BLVD. (Lat: 26.117211, Lng: -80.143267), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 18.93m (62.11ft), Average Daily Traffic: 20,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,600 (year 2042), Design Load: HS 20, Features Intersected: New River & New River Dr, Facility Carried by Structure: SOUTH ANDREWS AVE.
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 3.359, Lanes on structure: 4, Lanes under structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 23.3m (76.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Open Grating
Structure Number: 860319, Location: 0.2MI S OF BROWARD BLVD. (Lat: 26.117211, Lng: -80.143267), Route carried "on" structure: City street , Year Built: 1981, Status: Open, Structure Length: 18.93m (62.11ft), Average Daily Traffic: 20,500 (year 2021), Truck Traffic: 5%, Average Future Daily Traffic: 24,600 (year 2042), Design Load: HS 20, Features Intersected: New River & New River Dr, Facility Carried by Structure: SOUTH ANDREWS AVE.
Minimum Vertical Clearance: 5.12m (16.80ft), Kilometerpoint: 3.359, Lanes on structure: 4, Lanes under structure: 1, Owner: County Highway Agency, Approaching Roadway Width: 15.2m (49.9ft), Navigation Control: Yes ( Vertical Clearance: 5.1m (16.7ft), Horizontal Clearance: 23.3m (76.4ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 12, Length of Maximum Span: 29.3m (96.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 2.5m (8.2ft), Curb-To-Curb Width: 15.2m (49.9ft), Out-to-Out Width: 16.2m (53.1ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 34.7 metric tons, Method Used To Determine Operating Rating: Allowable Stress (AS), Inventory Rating: 24.9 metric tons, Method Used To Determine Inventory Rating: Allowable Stress (AS), Structural Evaluation: Equal to present minimum criteria, Deck Geometry: High priority of corrective action, Underclear: Meets minimum limits, Waterway Adequacy: Equal 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: August 2021, Critical Feature Inspection Date: August 2021, Underwater Inspection Date: August 2021, Other Special Inspection Date: August 2021, Deck Structure Type: Open Grating
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Structure Number: 860429, Location: 0.5 Mi S. of SR-736 (Lat: 26.096975, Lng: -80.169133), Route carried "on" structure: Ramp Interstate 595, Year Built: 1987, Status: Open, Structure Length: 59.28m (194.49ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 16,482 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.366, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860429, Location: 0.5 Mi S. of SR-736 (Lat: 26.096975, Lng: -80.169133), Route carried "on" structure: Ramp Interstate 595, Year Built: 1987, Status: Open, Structure Length: 59.28m (194.49ft), Average Daily Traffic: 9,500 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 16,482 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 1.366, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 15.8m (51.8ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 15.8m (51.8ft), Out-to-Out Width: 16.7m (54.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 66.3 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: Superior 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 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 86043, Location: 0.3 miles North of SR-84 (Lat: 26.097069, Lng: -80.168925), Route carried "on" structure: Interstate 95, Year Built: 1988, Status: Open, Structure Length: 59.28m (194.49ft), Average Daily Traffic: 58,250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 101,064 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.504, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 86043, Location: 0.3 miles North of SR-84 (Lat: 26.097069, Lng: -80.168925), Route carried "on" structure: Interstate 95, Year Built: 1988, Status: Open, Structure Length: 59.28m (194.49ft), Average Daily Traffic: 58,250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 101,064 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.504, Lanes on structure: 4, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 21.3m (69.9ft), Out-to-Out Width: 22.1m (72.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 40.4 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: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: June 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860431, Location: 0.3 miles North of SR-84 (Lat: 26.097200, Lng: -80.168667), Route carried "on" structure: Interstate 95, Year Built: 1988, Status: Open, Structure Length: 59.28m (194.49ft), Average Daily Traffic: 58,250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 101,064 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.504, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860431, Location: 0.3 miles North of SR-84 (Lat: 26.097200, Lng: -80.168667), Route carried "on" structure: Interstate 95, Year Built: 1988, Status: Open, Structure Length: 59.28m (194.49ft), Average Daily Traffic: 58,250 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 101,064 (year 2042), Design Load: HS 20, Features Intersected: South Fork New River
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 13.504, Lanes on structure: 5, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 21.3m (69.9ft), Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 21.3m (69.9ft)), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 11, Length of Maximum Span: 91.4m (299.9ft), Curb-To-Curb Width: 25.0m (82.0ft), Out-to-Out Width: 25.8m (84.6ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 69.0 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 41.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Superior 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 2021, Underwater Inspection Date: June 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860466, Location: W of A1A & E of SR-5 (Lat: 26.138197, Lng: -80.107867), Route carried "on" structure: State highway 838, Year Built: 1989, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,820 (year 2042), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: WB Sunrise Blvd
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 1.331, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860466, Location: W of A1A & E of SR-5 (Lat: 26.138197, Lng: -80.107867), Route carried "on" structure: State highway 838, Year Built: 1989, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,820 (year 2042), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: WB Sunrise Blvd
Minimum Vertical Clearance: 5.82m (19.09ft), Kilometerpoint: 1.331, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 0.0m, Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.4m (53.8ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: April 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860467, Location: W of A1A & E of SR-5 (Lat: 26.137856, Lng: -80.108953), Route carried "on" structure: State highway 838, Year Built: 1987, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,820 (year 2042), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: EB Sunrise Blvd
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.331, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860467, Location: W of A1A & E of SR-5 (Lat: 26.137856, Lng: -80.108953), Route carried "on" structure: State highway 838, Year Built: 1987, Status: Open, Structure Length: 11.03m (36.19ft), Average Daily Traffic: 12,000 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 20,820 (year 2042), Design Load: HS 20, Features Intersected: Intracoastal Waterway, Facility Carried by Structure: EB Sunrise Blvd
Minimum Vertical Clearance: 5.46m (17.91ft), Kilometerpoint: 1.331, Lanes on structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 13.7m (44.9ft), Navigation Control: Yes ( Vertical Clearance: 6.4m (21.0ft), Horizontal Clearance: 27.4m (89.9ft)), Material/Design: Steel, Design/Construction: Movable - Bascule, Number Of Spans In Main Unit: 1, Number Of Approach Spans: 4, Length of Maximum Span: 35.7m (117.1ft), Curb or Sidewalk Widths: Left: 0.0m, Right: 1.5m (4.9ft), Curb-To-Curb Width: 13.7m (44.9ft), Out-to-Out Width: 16.3m (53.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 54.7 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 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: 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, Other Special Inspection Frequency: Every 12 months, Inspection Date: April 2020, Critical Feature Inspection Date: April 2020, Underwater Inspection Date: April 2020, Other Special Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860478, Location: Ft. Laud. Airport (Lat: 26.081500, Lng: -80.139244), Route carried "on" structure: Interstate 595, Year Built: 1987, Status: Open, Structure Length: 177.21m (581.40ft), Average Daily Traffic: 50,500 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 87,618 (year 2042), Design Load: HL 93, Features Intersected: Perimeter Rd. / FEC RR
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 17.952, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 48, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860478, Location: Ft. Laud. Airport (Lat: 26.081500, Lng: -80.139244), Route carried "on" structure: Interstate 595, Year Built: 1987, Status: Open, Structure Length: 177.21m (581.40ft), Average Daily Traffic: 50,500 (year 2020), Truck Traffic: 7%, Average Future Daily Traffic: 87,618 (year 2042), Design Load: HL 93, Features Intersected: Perimeter Rd. / FEC RR
Minimum Vertical Clearance: 5.64m (18.50ft), Kilometerpoint: 17.952, Lanes on structure: 8, Lanes under structure: 6, Base Highway Network: Yes, Owner: State Highway Agency, Approaching Roadway Width: 34.1m (111.9ft), Skew: 30 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 48, Length of Maximum Span: 34.1m (111.9ft), Curb-To-Curb Width: 41.5m (136.2ft), Out-to-Out Width: 42.9m (140.7ft)
Condition: Deck: Satisfactory, Superstructure: Good, Substructure: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Underclear: Somewhat better than minimum adequacy, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860479, Location: NW Qaud of US-1 & I-595 (Lat: 26.081500, Lng: -80.136981), Route carried "on" structure: Ramp Interstate 595, Year Built: 1987, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HS 20+Mod, Features Intersected: Eller Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860479, Location: NW Qaud of US-1 & I-595 (Lat: 26.081500, Lng: -80.136981), Route carried "on" structure: Ramp Interstate 595, Year Built: 1987, Status: Open, Structure Length: 13.29m (43.60ft), Average Daily Traffic: 21,500 (year 2020), Truck Traffic: 5%, Average Future Daily Traffic: 37,302 (year 2042), Design Load: HS 20+Mod, Features Intersected: Eller Drive
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.257, Lanes on structure: 1, Lanes under structure: 3, Owner: State Highway Agency, Approaching Roadway Width: 8.2m (26.9ft), Material/Design: Steel continuous, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 4, Length of Maximum Span: 41.5m (136.2ft), Curb-To-Curb Width: 8.2m (26.9ft), Out-to-Out Width: 9.1m (29.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 83.1 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 49.9 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: Meets minimum limits, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: November 2021, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 860522, Location: SR-84 & I-95 (Lat: 26.088444, Lng: -80.169278), Route carried "on" structure: State highway 84, Year Built: 1990, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26,025 (year 2042), Design Load: HS 20+Mod, Features Intersected: R/R & Ramp to I-595
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.546, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 860522, Location: SR-84 & I-95 (Lat: 26.088444, Lng: -80.169278), Route carried "on" structure: State highway 84, Year Built: 1990, Status: Open, Structure Length: 8.53m (27.99ft), Average Daily Traffic: 15,000 (year 2020), Truck Traffic: 8%, Average Future Daily Traffic: 26,025 (year 2042), Design Load: HS 20+Mod, Features Intersected: R/R & Ramp to I-595
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.546, Lanes on structure: 5, Lanes under structure: 4, Owner: State Highway Agency, Approaching Roadway Width: 12.8m (42.0ft), Skew: 1 degrees, Material/Design: Steel continuous, Design/Construction: Box Beam or Girders - Single/Spread, Number Of Spans In Main Unit: 3, Length of Maximum Span: 36.6m (120.1ft), Curb-To-Curb Width: 21.0m (68.9ft), Out-to-Out Width: 21.9m (71.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 54.5 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 32.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Somewhat better than minimum adequacy, Underclear: Equal to present desirable criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: December 2021, Deck Structure Type: Concrete Cast-file-Place