Bridge Statistics for Coral Springs, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 860362,  Location: .4M N of Atlantic Blvd. (Lat: 26.246472,  Lng: -80.253044),  Route carried "on" structure: State highway 817,  Year Built: 1974,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 20,750 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,001 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal L-106,  Facility Carried by Structure: NB University Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.867,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 73.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 43.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860363,  Location: 0.5 MI So of W Atlantic (Lat: 26.237681,  Lng: -80.254683),  Route carried "on" structure: State highway 817,  Year Built: 1974,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 19,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal L-104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.876,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Very good,  Channel: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860364,  Location: 0.3mi. S of Riverside Dr. (Lat: 26.232767,  Lng: -80.252997),  Route carried "on" structure: State highway 817,  Year Built: 1974,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 19,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20,  Features Intersected: Canal L102,  Facility Carried by Structure: NB University Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.303,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 68.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860365,  Location: .4 mi N of Atlantic Blvd. (Lat: 26.246628,  Lng: -80.253342),  Route carried "on" structure: State highway 817,  Year Built: 1974,  Year Reconstructed: 1992,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 20,750 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 36,001 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal L-106,  Facility Carried by Structure: SB University Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 30.867,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 0.0m,  Curb-To-Curb Width: 14.4m (47.2ft),  Out-to-Out Width: 17.2m (56.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 62.1 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.2 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: September 2021,  Underwater Inspection Date: September 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860366,  Location: .5Mi S of W Atlantic Blvd (Lat: 26.237831,  Lng: -80.254986),  Route carried "on" structure: State highway 817,  Year Built: 1974,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 19,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Canal L-104
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.876,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860367,  Location: 0.3mi. S of Riverside Dr. (Lat: 26.232856,  Lng: -80.253339),  Route carried "on" structure: State highway 817,  Year Built: 1974,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 19,500 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 33,832 (year 2042),  Design Load: HS 20,  Features Intersected: Canal L102,  Facility Carried by Structure: SB University Dr.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.303,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.4m (47.2ft)

Condition: Deck: Poor,  Superstructure: Poor,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 70.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 42.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Meets minimum limits,  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,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: August 2021,  Underwater Inspection Date: August 2021,  Other Special Inspection Date: August 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860488,  Location: INTER SR-814 AND SR-869 (Lat: 26.233258,  Lng: -80.295964),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 36,650 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 63,588 (year 2042),  Design Load: HL 93,  Features Intersected: SR 814 ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.179,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 23.2m (76.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.9m (58.7ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 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: Equal to 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: 860489,  Location: INTERS SR-814 AND SR-869 (Lat: 26.233242,  Lng: -80.296344),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 36,650 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 63,588 (year 2042),  Design Load: HL 93,  Features Intersected: SR 814 ATLANTIC BLVD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.179,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 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,  Underclear: Equal to 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: 86049,  Location: INTER SR-834 AND SR-869 (Lat: 26.273006,  Lng: -80.296475),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.88m (16.01ft),  Average Daily Traffic: 31,300 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 54,306 (year 2042),  Design Load: HL 93,  Features Intersected: SR 834 SAMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.587,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.1m (56.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 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,  Underclear: Equal to 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: 860491,  Location: INTER SR-834 AND SR-869 (Lat: 26.273017,  Lng: -80.296858),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 31,300 (year 2022),  Truck Traffic: 8%,  Average Future Daily Traffic: 54,306 (year 2042),  Design Load: HL 93,  Features Intersected: SR 834 SAMPLE RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 17.587,  Lanes on structure: 3,  Lanes under structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 17.0m (55.8ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 24.7m (81.0ft),  Curb-To-Curb Width: 17.0m (55.8ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 47.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.1 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,  Underclear: Equal to 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: 860492,  Location: 1.5MI N OF SR-834 SAMP.RD (Lat: 26.287725,  Lng: -80.297186),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2008,  Status: Open,  Structure Length: 3.35m (10.99ft),  Average Daily Traffic: 62,600 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 108,611 (year 2042),  Design Load: HL 93,  Features Intersected: C-5 CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.230,  Lanes on structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 34.1m (111.9ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 11.3m (37.1ft),  Curb-To-Curb Width: 34.1m (111.9ft),  Out-to-Out Width: 36.0m (118.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 44.5 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: 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860494,  Location: INTER SR-869 & CORL RDG D (Lat: 26.302078,  Lng: -80.278792),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,556 (year 2042),  Design Load: HL 93,  Features Intersected: CORAL RIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.268,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: 860495,  Location: INTER SR-869 & CORL RDG D (Lat: 26.302431,  Lng: -80.278769),  Route carried "on" structure: State highway 869,  Year Built: 1986,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 6.74m (22.11ft),  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 8%,  Average Future Daily Traffic: 58,556 (year 2042),  Design Load: HL 93,  Features Intersected: CORAL RIDGE DR
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.268,  Lanes on structure: 3,  Lanes under structure: 6,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 16.8m (55.1ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 33.7m (110.6ft),  Curb-To-Curb Width: 16.8m (55.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 65.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Superior to present desirable 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: 864002,  Location: 1.1MI E OF SAWGRASS EXPY (Lat: 26.238528,  Lng: -80.280417),  Route carried "on" structure: County highway 814,  Year Built: 1974,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 16,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,440 (year 2042),  Features Intersected: C-2 DRAINAGE CANAL,  Facility Carried by Structure: W ATLANTIC BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.833,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.1 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864003,  Location: 1.1MI E OF SAWGRASS EXPY (Lat: 26.238644,  Lng: -80.280519),  Route carried "on" structure: County highway 814,  Year Built: 1973,  Status: Open,  Structure Length: 2.32m (7.61ft),  Average Daily Traffic: 16,200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 19,440 (year 2042),  Features Intersected: C-2 DRAINAGE CANAL,  Facility Carried by Structure: W ATLANTIC BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.833,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.4m (40.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.6m (38.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  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: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864004,  Location: 0.2MI SE OF ATLANTIC BL. (Lat: 26.234578,  Lng: -80.281106),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.36m (7.74ft),  Average Daily Traffic: 3,335 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 5,786 (year 2042),  Design Load: HS 20,  Features Intersected: C-2 CANAL,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.293,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.9m (39.0ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.1m (29.9ft),  Out-to-Out Width: 10.9m (35.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 85.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.5 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864005,  Location: 0.8MI N of ATLANTIC BLVD. (Lat: 26.251158,  Lng: -80.266172),  Route carried "on" structure: County highway ,  Year Built: 1973,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 3,201 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,841 (year 2042),  Design Load: HS 20,  Features Intersected: WEST OUTFALL CANAL,  Facility Carried by Structure: CORAL SPGS DR NB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.230,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 11.7m (38.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 84.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.8 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,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864006,  Location: 0.8MI N of ATLANTIC BLVD. (Lat: 26.251264,  Lng: -80.266336),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.14m (7.02ft),  Average Daily Traffic: 3,201 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 3,841 (year 2042),  Design Load: HS 20,  Features Intersected: WEST OUTFALL CANAL,  Facility Carried by Structure: CORAL SPGS DR SB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.230,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.0m (26.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.7m (35.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 0.0m,  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Channel: Good,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 53.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864007,  Location: 0.7MI WEST OF SR-817 (Lat: 26.240614,  Lng: -80.266131),  Route carried "on" structure: County highway 814,  Year Built: 1974,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 7,800 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,360 (year 2042),  Design Load: HS 20,  Features Intersected: W. OUTFALL DRAINAGE CNL,  Facility Carried by Structure: W ATLANTIC BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 77.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864008,  Location: 0.7MI WEST OF SR-817 (Lat: 26.240786,  Lng: -80.266125),  Route carried "on" structure: County highway 814,  Year Built: 1973,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 7,800 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 9,360 (year 2042),  Features Intersected: W. OUTFALL DRAINAGE CNL,  Facility Carried by Structure: W ATLANTIC BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.199,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 11.8m (38.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 41.5 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: 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: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864009,  Location: 0.8MI W OF UNIVERSITY DR. (Lat: 26.233944,  Lng: -80.266006),  Route carried "on" structure: County highway ,  Year Built: 1974,  Status: Open,  Structure Length: 2.16m (7.09ft),  Average Daily Traffic: 10,161 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,193 (year 2042),  Design Load: HS 20,  Features Intersected: W OUTFALL DRAINAGE CANA,  Facility Carried by Structure: RIVERSIDE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.899,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.1m (23.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.0m (3.3ft),  Curb-To-Curb Width: 8.7m (28.5ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 57.8 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 86401,  Location: 0.7MI S OF ATLANTIC BLVD (Lat: 26.229778,  Lng: -80.269853),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 4,680 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-14,  Facility Carried by Structure: NW 88TH AVE (SB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 0.0m,  Curb-To-Curb Width: 12.1m (39.7ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864011,  Location: 0.7MI S OF ATLANTIC BLVD. (Lat: 26.229767,  Lng: -80.269686),  Route carried "on" structure: County highway ,  Year Built: 1975,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 4,680 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,808 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL C-14,  Facility Carried by Structure: NW 88TH AVE (NB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.672,  Lanes on structure: 3,  Owner: County Highway Agency,  Approaching Roadway Width: 12.1m (39.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 12.3m (40.4ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 84.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 54.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864046,  Location: 0.4MI EAST OF SR-817 (Lat: 26.238881,  Lng: -80.248342),  Route carried "on" structure: County highway 814,  Year Built: 1973,  Status: Open,  Structure Length: 2.02m (6.63ft),  Average Daily Traffic: 23,088 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 38,517 (year 2042),  Features Intersected: CANAL C-1,  Facility Carried by Structure: W ATLANTIC BLVD WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.1m (46.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864047,  Location: 0.4MI EAST OF SR-817 (Lat: 26.238714,  Lng: -80.248414),  Route carried "on" structure: County highway 814,  Year Built: 1974,  Status: Open,  Structure Length: 2.01m (6.59ft),  Average Daily Traffic: 33,833 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,700 (year 2042),  Features Intersected: CANAL C-1,  Facility Carried by Structure: W ATLANTIC BLVD EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.618,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 12.2m (40.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 10.1m (33.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 14.2m (46.6ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 34.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 26.8 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864048,  Location: 1.6Mi W of SR-7 (Lat: 26.235453,  Lng: -80.233825),  Route carried "on" structure: County highway 814,  Year Built: 1975,  Year Reconstructed: 1982,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 33,833 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 58,700 (year 2042),  Features Intersected: EAST OUTFALL CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.142,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 29.4m (96.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 1.4m (4.6ft),  Right: 1.4m (4.6ft),  Curb-To-Curb Width: 29.4m (96.5ft),  Out-to-Out Width: 32.9m (107.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.7 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: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: June 2021,  Underwater Inspection Date: June 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864098,  Location: .7MI S OF W ATLANTIC BLV (Lat: 26.229661,  Lng: -80.281750),  Route carried "on" structure: County highway ,  Year Built: 1989,  Status: Open,  Structure Length: 5.50m (18.04ft),  Average Daily Traffic: 7,500 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 10,000 (year 2042),  Design Load: HS 20,  Features Intersected: CYPRESS CANAL C-14,  Facility Carried by Structure: CORAL RIDGE DRIVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 29.467,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 15.7m (51.5ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 24.5m (80.4ft),  Out-to-Out Width: 31.7m (104.0ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: May 2021,  Underwater Inspection Date: May 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864114,  Location: 0.2Mi W of Coral Ridge Dr (Lat: 26.248614,  Lng: -80.282611),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,309 (year 2042),  Features Intersected: Canal C-2,  Facility Carried by Structure: Lakeview Dr. EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.427,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.3m (1.0ft),  Right: 2.3m (7.5ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 68.8 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 864115,  Location: 0.2Mi W of Coral Ridge Dr (Lat: 26.248706,  Lng: -80.282669),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.98m (6.50ft),  Average Daily Traffic: 9,400 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 16,309 (year 2042),  Features Intersected: Canal C-2,  Facility Carried by Structure: Lakeview Dr. WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.427,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 2.3m (7.5ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.6m (24.9ft),  Out-to-Out Width: 11.1m (36.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 72.7 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: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 8652,  Location: 500ft. S of Wiles Rd. (Lat: 26.285972,  Lng: -80.253222),  Route carried "on" structure: City street ,  Year Built: 1964,  Status: Open,  Structure Length: 0.72m (2.36ft),  Average Daily Traffic: 500 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 600 (year 2042),  Design Load: HS 20,  Features Intersected: CANAL L-16-11,  Facility Carried by Structure: NW 95TH AVE.
Minimum Vertical Clearance: 3.59m (11.78ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Tee Beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 7.2m (23.6ft),  Curb or Sidewalk Widths: Left: 1.1m (3.6ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 5.9m (19.4ft),  Out-to-Out Width: 7.7m (25.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 43.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 26.3 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: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 865207,  Location: 0.4MI E of UNIVERSITY DR (Lat: 26.243442,  Lng: -80.246519),  Route carried "on" structure: City street ,  Year Built: 1973,  Status: Open,  Structure Length: 1.95m (6.40ft),  Average Daily Traffic: 12,000 (year 2021),  Truck Traffic: 6%,  Average Future Daily Traffic: 14,400 (year 2042),  Features Intersected: C-1 CANAL,  Facility Carried by Structure: RAMBLEWOOD DR (WB)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.682,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.4m (24.3ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 1.2m (3.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.2m (30.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 29.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 18.3 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Meets minimum limits,  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: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 865208,  Location: 0.4 MI E OF CORAL SPRINGS (Lat: 26.247511,  Lng: -80.266219),  Route carried "on" structure: Other road ,  Year Built: 1994,  Status: Open,  Structure Length: 2.44m (8.01ft),  Average Daily Traffic: 100 (year 2021),  Truck Traffic: 1%,  Average Future Daily Traffic: 120 (year 2042),  Design Load: HS 20,  Features Intersected: WEST OUTFALL CANAL,  Facility Carried by Structure: CYPRESS PARK ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 8.1m (26.6ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 11.3m (37.1ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 86.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 51.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2021,  Underwater Inspection Date: July 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 860488,  Location: INTER SR-814 AND SR-869 (Lat: 26.233258,  Lng: -80.295964),  Route carried "under" structure: State highway 814,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 36,650 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 814 ATLANTIC BLVD,  Facility Carried by Structure: SR869 NB SAW 8.19
Minimum Vertical Clearance: 5.33m (17.49ft),  Kilometerpoint: 13.155,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 860489,  Location: INTERS SR-814 AND SR-869 (Lat: 26.233242,  Lng: -80.296344),  Route carried "under" structure: State highway 814,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 36,650 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 814 ATLANTIC BLVD,  Facility Carried by Structure: SR869 SB SAW 8.19
Minimum Vertical Clearance: 5.36m (17.59ft),  Kilometerpoint: 13.155,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 86049,  Location: INTER SR-834 AND SR-869 (Lat: 26.273006,  Lng: -80.296475),  Route carried "under" structure: State highway 834,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 31,300 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 834 SAMPLE RD,  Facility Carried by Structure: SR869 NB SAW 10.93
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.550,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 860491,  Location: INTER SR-834 AND SR-869 (Lat: 26.273017,  Lng: -80.296858),  Route carried "under" structure: State highway 834,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 31,300 (year 2022),  Truck Traffic: 8%,  Features Intersected: SR 834 SAMPLE RD,  Facility Carried by Structure: SR869 SB SAW 10.93
Minimum Vertical Clearance: 5.18m (16.99ft),  Kilometerpoint: 17.550,  Lanes on structure: 3,  Lanes under structure: 4,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 24.7m (81.0ft)

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Structure Number: 860494,  Location: INTER SR-869 & CORL RDG D (Lat: 26.302078,  Lng: -80.278792),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: CORAL RIDGE DR,  Facility Carried by Structure: SR869 NB SAW 13.83
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 22.214,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)

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Structure Number: 860495,  Location: INTER SR-869 & CORL RDG D (Lat: 26.302431,  Lng: -80.278769),  Route carried "under" structure: City street ,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 33,750 (year 2020),  Truck Traffic: 8%,  Features Intersected: CORAL RIDGE DR,  Facility Carried by Structure: SR869 SB SAW 13.83
Minimum Vertical Clearance: 5.12m (16.80ft),  Kilometerpoint: 22.214,  Lanes on structure: 3,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 33.7m (110.6ft)