Bridge Statistics for Westwood Lakes, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs
- National Bridge Inventory (NBI) Statistics
- 21Number of bridges
- 217ft / 66mTotal length
- $100,000Total costs
- 1,376,750Total average daily traffic
- 107,640Total average daily truck traffic
- 1,321,980Total future (year 2038) average daily traffic
- National Bridge Inventory (NBI) Registered Bridges for Westwood Lakes
- No street view available for this location
- New bridges - historical statistics
- 201970-1979
- 12000-2009
- Bridge Condition - Superstructure
- 30.8%Very good
- 69.2%Good
- Bridge Condition - Substructure
- 46.2%Very good
- 53.8%Good
- Bridge Condition - Channel
- 14.3%Excellent
- 85.7%Good
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Structure Number: 870204, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700906, Lng: -80.383833), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 72 ST SUNSET DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.466, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 174.0m (570.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 1.7m (5.6ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870204, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700906, Lng: -80.383833), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 72 ST SUNSET DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.466, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 174.0m (570.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 27.4m (89.9ft), Curb-To-Curb Width: 1.7m (5.6ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Very good, Operating Rating: 57.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Equal to present desirable criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870204, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700906, Lng: -80.383833), Route carried "under" structure: Alternate County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2016), Truck Traffic: 3%, Features Intersected: SW 72 ST SUNSET DR, Facility Carried by Structure: SR821 HEFT SB 21.4
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.456, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
Structure Number: 870204, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700906, Lng: -80.383833), Route carried "under" structure: Alternate County highway , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2016), Truck Traffic: 3%, Features Intersected: SW 72 ST SUNSET DR, Facility Carried by Structure: SR821 HEFT SB 21.4
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.456, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 27.4m (89.9ft)
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Structure Number: 870205, Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711836, Lng: -80.383592), Route carried "on" structure: State highway 821, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 60 ST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 172.0m (564.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870205, Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711836, Lng: -80.383592), Route carried "on" structure: State highway 821, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 60 ST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 172.0m (564.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870206, Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715169, Lng: -80.383739), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 56 ST MILLER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.239, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 178.0m (584.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870206, Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715169, Lng: -80.383739), Route carried "on" structure: State highway 821, Year Built: 1973, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 56 ST MILLER DR
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.239, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 178.0m (584.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.2m (56.4ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870206, Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715169, Lng: -80.383739), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Features Intersected: SW 56 ST MILLER DR, Facility Carried by Structure: SR821 SB HEFT 22.4
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 36.239, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 870206, Location: 9.7 MILES NORTH OF US-1 (Lat: 25.715169, Lng: -80.383739), Route carried "under" structure: City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Features Intersected: SW 56 ST MILLER DR, Facility Carried by Structure: SR821 SB HEFT 22.4
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 36.239, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 870207, Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729947, Lng: -80.384308), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: BIRD RD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.984, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 193.0m (633.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870207, Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729947, Lng: -80.384308), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: BIRD RD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.984, Lanes on structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 193.0m (633.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 19.9m (65.3ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 40.2 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 36.6 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: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870208, Location: 10.4 MILES NORTH OF US-1 (Lat: 25.729547, Lng: -80.383553), Route carried "on" structure: Ramp State highway 821, Year Built: 1974, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 8,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,400 (year 2038), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 64.0m (210.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2016, Underwater Inspection Date: April 2016, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870208, Location: 10.4 MILES NORTH OF US-1 (Lat: 25.729547, Lng: -80.383553), Route carried "on" structure: Ramp State highway 821, Year Built: 1974, Status: Open, Structure Length: 5.72m (18.77ft), Average Daily Traffic: 8,300 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 14,400 (year 2038), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.005, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 64.0m (210.0ft), Skew: 6 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 19.1m (62.7ft), Curb-To-Curb Width: 7.6m (24.9ft), Out-to-Out Width: 8.6m (28.2ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 67.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 4.2 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: High priority of replacement, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Meets minimum limits, Length Of Structure Improvement: 0.57m (1.87ft), Designated Inspection Frequency: Every 24 months, Underwater Inspection Frequency: Every 24 months, Inspection Date: April 2016, Underwater Inspection Date: April 2016, Bridge Improvement Cost: $100,000, Total Project Cost: $100,000, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870209, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732047, Lng: -80.384369), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 76,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 132,728 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 40 ST BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.201, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 193.0m (633.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870209, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732047, Lng: -80.384369), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 76,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 132,728 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 40 ST BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.201, Lanes on structure: 4, Lanes under structure: 8, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 193.0m (633.2ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 19.8m (65.0ft), Out-to-Out Width: 20.4m (66.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 36.8 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870209, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732047, Lng: -80.384369), Route carried "under" structure: State highway 976, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 46,500 (year 2016), Truck Traffic: 7%, Features Intersected: SW 40 ST BIRD RD, Facility Carried by Structure: SR821 SB HEFT 23.6
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.018, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 870209, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732047, Lng: -80.384369), Route carried "under" structure: State highway 976, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 46,500 (year 2016), Truck Traffic: 7%, Features Intersected: SW 40 ST BIRD RD, Facility Carried by Structure: SR821 SB HEFT 23.6
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.018, Lanes on structure: 4, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
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Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746344, Lng: -80.384378), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 40,500 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 70,268 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.175, Lanes on structure: 4, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 173.0m (567.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 3.1 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, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746344, Lng: -80.384378), Route carried "on" structure: City street , Year Built: 1974, Status: Open, Structure Length: 14.97m (49.11ft), Average Daily Traffic: 40,500 (year 2016), Truck Traffic: 14%, Average Future Daily Traffic: 70,268 (year 2038), Design Load: HS 20+Mod, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 3.175, Lanes on structure: 4, Lanes under structure: 12, Owner: State Toll Authority, Approaching Roadway Width: 173.0m (567.6ft), Skew: 20 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 6, Length of Maximum Span: 31.4m (103.0ft), Curb or Sidewalk Widths: Left: 1.5m (4.9ft), Right: 1.5m (4.9ft), Curb-To-Curb Width: 17.3m (56.8ft), Out-to-Out Width: 22.7m (74.5ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Good, Operating Rating: 37.6 metric tons, Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR), Inventory Rating: 3.1 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, Underclear: High priority of corrective action, Waterway Adequacy: Superior to present desirable criteria, Approach Roadway Alignment: Equal to present minimum criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746344, Lng: -80.384378), Route carried "under" structure: Other road 821, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 153,000 (year 2016), Truck Traffic: 8%, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 39.807, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746344, Lng: -80.384378), Route carried "under" structure: Other road 821, Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 153,000 (year 2016), Truck Traffic: 8%, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 39.807, Lanes on structure: 4, Lanes under structure: 8, Toll: On toll road, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746344, Lng: -80.384378), Route carried "under" structure: ServiceCity street , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 153,000 (year 2016), Truck Traffic: 8%, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.971, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 870211, Location: 2.0 MI WEST OF SW 57 AVE (Lat: 25.746344, Lng: -80.384378), Route carried "under" structure: ServiceCity street , Year Built: 1974, Structure Length: 0. m, Average Daily Traffic: 153,000 (year 2016), Truck Traffic: 8%, Features Intersected: SR 821 & SW 117 AV&CANAL, Facility Carried by Structure: SW 24 ST 24.675
Minimum Vertical Clearance: 5.03m (16.50ft), Kilometerpoint: 3.971, Lanes on structure: 4, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 87041, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700856, Lng: -80.383597), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 72 ST SUNSET DR
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 34.643, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 197.0m (646.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 1.7m (5.6ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 87041, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700856, Lng: -80.383597), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.97m (19.59ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 72 ST SUNSET DR
Minimum Vertical Clearance: 30.45m (99.90ft), Kilometerpoint: 34.643, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 197.0m (646.3ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 29.9m (98.1ft), Curb-To-Curb Width: 1.7m (5.6ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.4 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 87041, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700856, Lng: -80.383597), Route carried "under" structure: Alternate City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2016), Truck Traffic: 3%, Features Intersected: SW 72 ST SUNSET DR, Facility Carried by Structure: SR821 NB HEFT 21.4
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.495, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
Structure Number: 87041, Location: 8.7 MILES NORTH OF US-1 (Lat: 25.700856, Lng: -80.383597), Route carried "under" structure: Alternate City street , Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 40,000 (year 2016), Truck Traffic: 3%, Features Intersected: SW 72 ST SUNSET DR, Facility Carried by Structure: SR821 NB HEFT 21.4
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 1.495, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.9m (98.1ft)
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Structure Number: 870411, Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711839, Lng: -80.383364), Route carried "on" structure: State highway 821, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 60 ST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 171.0m (561.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870411, Location: 9.5 MILES NORTH OF US-1 (Lat: 25.711839, Lng: -80.383364), Route carried "on" structure: State highway 821, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 2.32m (7.61ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 60 ST CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 35.969, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 171.0m (561.0ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 23.2m (76.1ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 4.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 30.5 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870412, Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715078, Lng: -80.383506), Route carried "on" structure: State highway 821, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 56 ST MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.217, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 171.0m (561.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870412, Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715078, Lng: -80.383506), Route carried "on" structure: State highway 821, Year Built: 1972, Year Reconstructed: 1990, Status: Open, Structure Length: 6.28m (20.60ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 56 ST MILLER RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 36.217, Lanes on structure: 3, Lanes under structure: 4, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 171.0m (561.0ft), Skew: 2 degrees, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 2, Length of Maximum Span: 31.4m (103.0ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 1.8m (5.9ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 63.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 39.1 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Underclear: Equal to present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870412, Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715078, Lng: -80.383506), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Features Intersected: SW 56 ST MILLER RD, Facility Carried by Structure: SR821 NB HEFT 22.4
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 36.217, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
Structure Number: 870412, Location: 9.7 MILES NORTH OF US 1 (Lat: 25.715078, Lng: -80.383506), Route carried "under" structure: City street , Year Built: 1972, Structure Length: 0. m, Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Features Intersected: SW 56 ST MILLER RD, Facility Carried by Structure: SR821 NB HEFT 22.4
Minimum Vertical Clearance: 5.09m (16.70ft), Kilometerpoint: 36.217, Lanes on structure: 3, Lanes under structure: 4, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 31.4m (103.0ft)
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Structure Number: 870413, Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729947, Lng: -80.384067), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: BIRD RD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.984, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 174.0m (570.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870413, Location: 10.8 MILES NORTH OF US-1 (Lat: 25.729947, Lng: -80.384067), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 2.64m (8.66ft), Average Daily Traffic: 67,900 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 117,806 (year 2038), Design Load: HS 20+Mod, Features Intersected: BIRD RD CANAL
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 37.984, Lanes on structure: 3, Base Highway Network: Yes, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 174.0m (570.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 1, Length of Maximum Span: 26.4m (86.6ft), Curb-To-Curb Width: 17.1m (56.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Very good, Substructure: Good, Channel: Good, Operating Rating: 60.9 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 37.9 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Equal to present minimum criteria, Waterway Adequacy: Better than present minimum criteria, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870414, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732042, Lng: -80.384117), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 76,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 132,728 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 40 ST BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.201, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 167.0m (547.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870414, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732042, Lng: -80.384117), Route carried "on" structure: State highway 821, Year Built: 1973, Year Reconstructed: 1990, Status: Open, Structure Length: 5.49m (18.01ft), Average Daily Traffic: 76,500 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 132,728 (year 2038), Design Load: HS 20+Mod, Features Intersected: SW 40 ST BIRD RD
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 38.201, Lanes on structure: 3, Lanes under structure: 8, Base Highway Network: Yes, Owner: State Toll Authority, Approaching Roadway Width: 167.0m (547.9ft), Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Number Of Spans In Main Unit: 3, Length of Maximum Span: 29.8m (97.8ft), Curb-To-Curb Width: 17.4m (57.1ft), Out-to-Out Width: 18.1m (59.4ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Very good, Operating Rating: 59.2 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 35.7 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Better than present minimum criteria, Underclear: High priority of corrective action, Approach Roadway Alignment: Equal to present desirable criteria, Designated Inspection Frequency: Every 24 months, Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
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Structure Number: 870414, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732042, Lng: -80.384117), Route carried "under" structure: State highway 976, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 46,500 (year 2016), Truck Traffic: 7%, Features Intersected: SW 40 ST BIRD RD, Facility Carried by Structure: SR821 NB HEFT 23.6
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.208, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
Structure Number: 870414, Location: 10.9 MILES NORTH OF US-1 (Lat: 25.732042, Lng: -80.384117), Route carried "under" structure: State highway 976, Year Built: 1973, Structure Length: 0. m, Average Daily Traffic: 46,500 (year 2016), Truck Traffic: 7%, Features Intersected: SW 40 ST BIRD RD, Facility Carried by Structure: SR821 NB HEFT 23.6
Minimum Vertical Clearance: 5.18m (16.99ft), Kilometerpoint: 0.208, Lanes on structure: 3, Lanes under structure: 8, Material/Design: Prestressed concrete, Design/Construction: Stringer/Multi-beam, Length of Maximum Span: 29.8m (97.8ft)
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Structure Number: 870783, Location: 0.1 MI NORTH OF BIRD ROAD (Lat: 25.735072, Lng: -80.383789), Route carried "on" structure: Ramp State highway 821, Year Built: 2000, Status: Open, Structure Length: 0.50m (1.64ft), Average Daily Traffic: 16,950 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 29,408 (year 2038), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2, Facility Carried by Structure: BIRD RD RMP 23.80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 146.0m (479.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: April 2016, Underwater Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
Structure Number: 870783, Location: 0.1 MI NORTH OF BIRD ROAD (Lat: 25.735072, Lng: -80.383789), Route carried "on" structure: Ramp State highway 821, Year Built: 2000, Status: Open, Structure Length: 0.50m (1.64ft), Average Daily Traffic: 16,950 (year 2016), Truck Traffic: 8%, Average Future Daily Traffic: 29,408 (year 2038), Design Load: HS 20+Mod, Features Intersected: SNAPPER CREEK CANAL C-2, Facility Carried by Structure: BIRD RD RMP 23.80
Minimum Vertical Clearance: 30+ m (98+ ft), Kilometerpoint: 0.003, Lanes on structure: 2, Toll: On toll road, Owner: State Toll Authority, Approaching Roadway Width: 146.0m (479.0ft), Skew: 4 degrees, Material/Design: Concrete continuous, Design/Construction: Slab, Number Of Spans In Main Unit: 4, Length of Maximum Span: 14.3m (46.9ft), Curb-To-Curb Width: 12.2m (40.0ft), Out-to-Out Width: 13.1m (43.0ft)
Condition: Deck: Good, Superstructure: Good, Substructure: Good, Channel: Excellent, Operating Rating: 52.6 metric tons, Method Used To Determine Operating Rating: Load Factor (LF), Inventory Rating: 31.6 metric tons, Method Used To Determine Inventory Rating: Load Factor (LF), Structural Evaluation: Better than present minimum criteria, Deck Geometry: Superior to present desirable criteria, Waterway Adequacy: 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: April 2016, Underwater Inspection Date: April 2016, Deck Structure Type: Concrete Cast-file-Place
