Bridge Statistics for Palm City, Florida (FL)
Condition, Traffic, Stress, Structural Evaluation, Project Costs

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Structure Number: 890038,  Location: SR-714 East of Fla. Tpke. (Lat: 27.174139,  Lng: -80.260833),  Route carried "on" structure: State highway 714,  Year Built: 1970,  Status: Open,  Structure Length: 56.30m (184.71ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,965 (year 2042),  Design Load: HS 20,  Features Intersected: S Fork St. Lucie River,  Facility Carried by Structure: EB Martin Downs Bl
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.886,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 11.2m (36.7ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 24,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 12.9m (42.3ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 52.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 45.4 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum 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 20 months,  Inspection Date: July 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890066,  Location: 3.7MI S/O STUART INT. (Lat: 27.117672,  Lng: -80.274944),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2004,  Status: Open,  Structure Length: 83.82m (275.00ft),  Average Daily Traffic: 21,150 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,695 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: ST LUCIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.752,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 19.0m (62.3ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 16.7m (54.8ft), Horizontal Clearance: 2.7m (8.9ft)),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 31,  Length of Maximum Span: 43.3m (142.1ft),  Curb-To-Curb Width: 18.3m (60.0ft),  Out-to-Out Width: 19.2m (63.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 66.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 39.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Length Of Structure Improvement: 83.79m (274.90ft),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Bridge Improvement Cost: $2,492,000,  Roadway Improvement Cost: $872,000,  Total Project Cost: $2,492,000,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 890067,  Location: 0.51MI SOUTH OF SR-714 (Lat: 27.155131,  Lng: -80.300381),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 0.90m (2.95ft),  Average Daily Traffic: 42,300 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 73,390 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 26.073,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 28.4m (93.2ft),  Skew: 31 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 890068,  Location: STUART TPK INTERCHANGE (Lat: 27.157781,  Lng: -80.302169),  Route carried "on" structure: Ramp State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 5.12m (16.80ft),  Average Daily Traffic: 1,450 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 2,516 (year 2042),  Design Load: HS 20,  Features Intersected: SR 91 TPK (STUART INT)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.441,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 30 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 17.7m (58.1ft),  Curb-To-Curb Width: 11.0m (36.1ft),  Out-to-Out Width: 12.5m (41.0ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Underclear: High priority of corrective action,  Approach Roadway Alignment: Equal to present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Bridge Improvement Cost: $140,000,  Total Project Cost: $140,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 89007,  Location: 2.6 MI NORTH OF SR-714 (Lat: 27.194222,  Lng: -80.326308),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Status: Open,  Structure Length: 0.82m (2.69ft),  Average Daily Traffic: 48,400 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 83,974 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: DRAINAGE DITCH
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 31.113,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.7m (8.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 46.8 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Waterway Adequacy: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021

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Structure Number: 890083,  Location: 3.4MI NORTH OF SR-714 (Lat: 27.205550,  Lng: -80.331753),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 2007,  Status: Open,  Structure Length: 9.97m (32.71ft),  Average Daily Traffic: 48,400 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 83,974 (year 2042),  Design Load: HS 20,  Features Intersected: COUNTY LINE CANAL C-23
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 32.436,  Lanes on structure: 5,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 29.9m (98.1ft),  Skew: 32 degrees,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 14.4m (47.2ft),  Curb-To-Curb Width: 29.9m (98.1ft),  Out-to-Out Width: 31.4m (103.0ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Satisfactory,  Channel: Good,  Operating Rating: 55.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 33.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: 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: December 2021,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890085,  Location: 1.3 MI N OF STUART INTRCH (Lat: 27.174258,  Lng: -80.313322),  Route carried "on" structure: State highway 91,  Year Built: 1957,  Year Reconstructed: 1990,  Status: Open,  Structure Length: 5.03m (16.50ft),  Average Daily Traffic: 48,400 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 83,974 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: BESSEY CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 28.535,  Lanes on structure: 4,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 26.5m (86.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 6,  Length of Maximum Span: 8.5m (27.9ft),  Curb-To-Curb Width: 26.2m (86.0ft),  Out-to-Out Width: 27.6m (90.6ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 46.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 28.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890093,  Location: 1.5 Mile West of SR-76 (Lat: 27.088014,  Lng: -80.301964),  Route carried "on" structure: County highway 76A,  Year Built: 1980,  Status: Open,  Structure Length: 22.04m (72.31ft),  Average Daily Traffic: 3,100 (year 2021),  Truck Traffic: 20%,  Average Future Daily Traffic: 5,379 (year 2042),  Design Load: HS 20,  Features Intersected: ST LUCIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.250,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.0m (36.1ft),  Skew: 2 degrees,  Navigation Control: Yes ( Vertical Clearance: 17.0m (55.8ft), Horizontal Clearance: 30.4m (99.7ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 41.1m (134.8ft),  Curb-To-Curb Width: 12.0m (39.4ft),  Out-to-Out Width: 12.8m (42.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 49.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.8 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  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: August 2021,  Underwater Inspection Date: August 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890112,  Location: 0.4MI NW OF HIGH MEADOW (Lat: 27.190453,  Lng: -80.297564),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 1.21m (3.97ft),  Average Daily Traffic: 7,161 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,424 (year 2042),  Design Load: HS 20,  Features Intersected: BESSEY CREEK,  Facility Carried by Structure: MURPHY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 4.429,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 1 degrees,  Material/Design: Concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.1m (39.7ft),  Curb or Sidewalk Widths: Left: 1.3m (4.3ft),  Right: 0.0m,  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 12.0m (39.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 60.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 36.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  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: December 2021,  Underwater Inspection Date: December 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890114,  Location: CR 76A over I-95 (Lat: 27.127108,  Lng: -80.319053),  Route carried "on" structure: County highway 76A,  Year Built: 1986,  Status: Open,  Structure Length: 11.75m (38.55ft),  Average Daily Traffic: 4,100 (year 2020),  Truck Traffic: 41%,  Average Future Daily Traffic: 7,114 (year 2042),  Design Load: HS 20,  Features Intersected: I-95 (SR 9)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.291,  Lanes on structure: 2,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.7m (25.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 34.4m (112.9ft),  Curb-To-Curb Width: 13.4m (44.0ft),  Out-to-Out Width: 14.3m (46.9ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Good,  Operating Rating: 51.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Better than present minimum criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890126,  Location: .25mi W OF I-95 (Lat: 27.105308,  Lng: -80.265100),  Route carried "on" structure: State highway 76,  Year Built: 1987,  Status: Open,  Structure Length: 5.73m (18.80ft),  Average Daily Traffic: 18,500 (year 2018),  Truck Traffic: 6%,  Average Future Daily Traffic: 32,098 (year 2040),  Design Load: HS 20+Mod,  Features Intersected: SR-91 (FL. TPK.)
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 40.324,  Lanes on structure: 4,  Lanes under structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.0m (82.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 28.7m (94.2ft),  Curb-To-Curb Width: 27.4m (89.9ft),  Out-to-Out Width: 28.3m (92.8ft)

Condition: Deck: Very good,  Superstructure: Fair,  Substructure: Very good,  Operating Rating: 44.1 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 33.9 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Superior to present desirable criteria,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Other Special Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890127,  Location: .25 mi East of I-95 (Lat: 27.113856,  Lng: -80.255719),  Route carried "on" structure: State highway 76,  Year Built: 1987,  Status: Open,  Structure Length: 5.52m (18.11ft),  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 60,725 (year 2042),  Design Load: HL 93,  Features Intersected: S. Fork St. Lucie River
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 41.764,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 22 degrees,  Navigation Control: Yes ( Vertical Clearance: 3.0m (9.8ft), Horizontal Clearance: 16.2m (53.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 18.4m (60.4ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 1.9m (6.2ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 33.5m (109.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 42.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 35.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Superior to present desirable criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890128,  Location: South of St. Lucie Canal (Lat: 27.108647,  Lng: -80.260122),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 6.45m (21.16ft),  Average Daily Traffic: 38,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 67,231 (year 2042),  Design Load: HS 20,  Features Intersected: SR-76
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 19.679,  Lanes on structure: 3,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890129,  Location: South of St Lucie Canal (Lat: 27.108864,  Lng: -80.260881),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 6.36m (20.87ft),  Average Daily Traffic: 38,750 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 67,231 (year 2042),  Design Load: HS 20,  Features Intersected: SR-76
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 19.679,  Lanes on structure: 4,  Lanes under structure: 9,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 19.5m (64.0ft),  Skew: 1 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 42.9m (140.7ft),  Curb-To-Curb Width: 19.5m (64.0ft),  Out-to-Out Width: 20.4m (66.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 66.2 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Meets minimum limits,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890132,  Location: 1mi N of SR-76(Kanner Hw) (Lat: 27.119875,  Lng: -80.270297),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 27.65m (90.72ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: St. Lucie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.118,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 17.1m (56.1ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.8m (140.4ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Satisfactory,  Inventory Rating: 56.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890133,  Location: 1mi N of SR-76(Kanner Hw) (Lat: 27.120128,  Lng: -80.270053),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 27.65m (90.72ft),  Average Daily Traffic: 32,500 (year 2020),  Truck Traffic: 13%,  Average Future Daily Traffic: 56,388 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: St. Lucie Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 21.118,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.1m (56.1ft),  Navigation Control: Yes ( Vertical Clearance: 17.1m (56.1ft), Horizontal Clearance: 33.5m (109.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 9,  Length of Maximum Span: 42.4m (139.1ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 17.9m (58.7ft)

Condition: Deck: Good,  Superstructure: Fair,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 89.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 55.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Equal to present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890134,  Location: 2.5 mi East of TPK Exit (Lat: 27.172214,  Lng: -80.270786),  Route carried "on" structure: State highway 714,  Year Built: 1978,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20,  Features Intersected: Danforth Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.854,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 11.0m (36.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb-To-Curb Width: 8.8m (28.9ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load Testing,  Inventory Rating: 24.5 metric tons,  Method Used To Determine Inventory Rating: Load Testing,  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890135,  Location: 2.5 mi East of TPK Exit (Lat: 27.172361,  Lng: -80.270639),  Route carried "on" structure: State highway 714,  Year Built: 1983,  Status: Open,  Structure Length: 1.25m (4.10ft),  Average Daily Traffic: 15,250 (year 2020),  Truck Traffic: 7%,  Average Future Daily Traffic: 26,459 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Danforth Creek
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.854,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 3 degrees,  Navigation Control: Yes ( Vertical Clearance: 1.5m (4.9ft), Horizontal Clearance: 11.0m (36.1ft)),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.5m (41.0ft),  Curb or Sidewalk Widths: Left: 1.9m (6.2ft),  Right: 0.0m,  Curb-To-Curb Width: 10.2m (33.5ft),  Out-to-Out Width: 12.7m (41.7ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 41.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 25.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: November 2020,  Underwater Inspection Date: November 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 890139,  Location: 2.0 Mi N of SR-76 (Lat: 27.126531,  Lng: -80.285917),  Route carried "on" structure: Interstate 95,  Year Built: 1987,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 60,500 (year 2019),  Truck Traffic: 13%,  Average Future Daily Traffic: 104,968 (year 2041),  Design Load: HS 20,  Features Intersected: Hanson Grant Outlet
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.001,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 31.0m (101.7ft),  Skew: 10 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

Condition: Channel: Good,  Culverts: Satisfactory,  Operating Rating: 88.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 53.6 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present 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: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 890143,  Location: SR-714 East of Fla. Tpk. (Lat: 27.174292,  Lng: -80.260972),  Route carried "on" structure: State highway 714,  Year Built: 1991,  Status: Open,  Structure Length: 56.30m (184.71ft),  Average Daily Traffic: 19,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 32,965 (year 2042),  Design Load: HS 20,  Features Intersected: S Fork St. Lucie River,  Facility Carried by Structure: WB Martin Downs Bl
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 22.886,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.2m (30.2ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 16,  Length of Maximum Span: 39.3m (128.9ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 0.0m,  Curb-To-Curb Width: 12.2m (40.0ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 69.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 61.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: July 2020,  Underwater Inspection Date: July 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 890159,  Location: Turnpike at Stuart exit. (Lat: 27.161553,  Lng: -80.304686),  Route carried "on" structure: State highway 714,  Year Built: 1999,  Status: Open,  Structure Length: 6.04m (19.82ft),  Average Daily Traffic: 23,500 (year 2020),  Truck Traffic: 9%,  Average Future Daily Traffic: 40,772 (year 2042),  Design Load: HS 20,  Features Intersected: SR-91 (Fl. Tpk.)
Minimum Vertical Clearance: 30.45m (99.90ft),  Kilometerpoint: 17.506,  Lanes on structure: 2,  Lanes under structure: 4,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 9.1m (29.9ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 30.2m (99.1ft),  Curb or Sidewalk Widths: Left: 2.5m (8.2ft),  Right: 0.0m,  Curb-To-Curb Width: 19.3m (63.3ft),  Out-to-Out Width: 20.5m (67.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Inventory Rating: 60.6 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,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 891,  Location: 3.7 MI S. OF STUART INT. (Lat: 27.117764,  Lng: -80.274767),  Route carried "on" structure: State highway 91,  Year Built: 2003,  Status: Open,  Structure Length: 91.11m (298.92ft),  Average Daily Traffic: 21,150 (year 2021),  Truck Traffic: 19%,  Average Future Daily Traffic: 36,695 (year 2042),  Design Load: HS 20,  Features Intersected: ST LUCIE CANAL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 20.677,  Lanes on structure: 2,  Base Highway Network: Yes,  Toll: On toll road,  Owner: State Toll Authority,  Approaching Roadway Width: 18.0m (59.1ft),  Navigation Control: Yes ( Vertical Clearance: 16.8m (55.1ft), Horizontal Clearance: 27.4m (89.9ft)),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Number Of Approach Spans: 20,  Length of Maximum Span: 47.5m (155.8ft),  Curb-To-Curb Width: 17.1m (56.1ft),  Out-to-Out Width: 18.0m (59.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Very good,  Channel: Excellent,  Operating Rating: 54.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 32.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: 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: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 894003,  Location: 1.1MI NW OF HIGH MEADOW (Lat: 27.200861,  Lng: -80.295236),  Route carried "on" structure: County highway ,  Year Built: 1950,  Year Reconstructed: 1985,  Status: Posted for load,  Structure Length: 6.10m (20.01ft),  Average Daily Traffic: 7,161 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 12,424 (year 2042),  Features Intersected: C-23 CANAL,  Facility Carried by Structure: MURPHY RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.592,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 12.3m (40.4ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 24.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 11.1 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: High priority of corrective action,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Bridge Posting: Required (Relationship of Operating Rating to Maximum Legal Load: 30.0 - 39.9% below),  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Other Special Inspection Frequency: Every 12 months,  Inspection Date: December 2021,  Underwater Inspection Date: December 2021,  Other Special Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 894009,  Location: 0.2MI SOUTH OF CR-714 (Lat: 27.157442,  Lng: -80.296472),  Route carried "on" structure: County highway 713,  Year Built: 1991,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 3,000 (year 2021),  Truck Traffic: 3%,  Average Future Daily Traffic: 3,600 (year 2042),  Design Load: HS 20,  Features Intersected: DANFORTH CREEK
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.883,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 9.6m (31.5ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.4m (7.9ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Inventory Rating: 56.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: November 2021

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Structure Number: 894031,  Location: 0.7MI WEST OF MAPP ROAD (Lat: 27.168472,  Lng: -80.280769),  Route carried "on" structure: County highway ,  Year Built: 1978,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 516 (year 2021),  Truck Traffic: 5%,  Average Future Daily Traffic: 832 (year 2042),  Features Intersected: DANFORTH CREEK,  Facility Carried by Structure: SUNSET TRAIL
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.316,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.4m (17.7ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Satisfactory,  Culverts: Good,  Operating Rating: 77.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 46.5 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: 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,  Inspection Date: November 2021

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Structure Number: 894033,  Location: 1.9MI S of CR-714 (Lat: 27.133431,  Lng: -80.271722),  Route carried "on" structure: County highway ,  Year Built: 1982,  Status: Open,  Structure Length: 1.22m (4.00ft),  Average Daily Traffic: 1,854 (year 2021),  Truck Traffic: 4%,  Average Future Daily Traffic: 3,217 (year 2042),  Design Load: HS 20,  Features Intersected: MAPLE CREEK,  Facility Carried by Structure: MAPP RD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 12.2m (40.0ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.3m (1.0ft),  Curb-To-Curb Width: 7.4m (24.3ft),  Out-to-Out Width: 9.5m (31.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 69.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 41.7 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: November 2021,  Underwater Inspection Date: November 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 894038,  Location: 0.6MI South of CR-714 (Lat: 27.154833,  Lng: -80.302325),  Route carried "on" structure: County highway ,  Year Built: 1986,  Status: Open,  Structure Length: 0.68m (2.23ft),  Average Daily Traffic: 106 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 174 (year 2042),  Features Intersected: DANFORTH CREEK,  Facility Carried by Structure: LEIGHTON FARM AVE
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 5.9m (19.4ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.1m (6.9ft)

Condition: Channel: Good,  Culverts: Good,  Operating Rating: 35.6 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 21.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Equal to present minimum criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Better than present minimum criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 894047,  Location: 0.1MI. E of KANNER HWY (Lat: 27.151667,  Lng: -80.241575),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Posted for load-capacity,  Structure Length: 1.10m (3.61ft),  Average Daily Traffic: 400 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 500 (year 2042),  Features Intersected: CORAL GARDENS OUTFALL,  Facility Carried by Structure: NORFOLK BLVD.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.8m (25.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 11.0m (36.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 7.1m (23.3ft),  Out-to-Out Width: 8.7m (28.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 67.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 40.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 894048,  Location: 0.1Mi E of ONTARIO DRIVE (Lat: 27.149389,  Lng: -80.240519),  Route carried "on" structure: City street ,  Year Built: 1980,  Status: Open,  Structure Length: 0.91m (2.99ft),  Average Daily Traffic: 200 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 300 (year 2042),  Features Intersected: CORAL GARDENS OUTFALL,  Facility Carried by Structure: HURON WAY
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 6.6m (21.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 9.1m (29.9ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 1.2m (3.9ft),  Curb-To-Curb Width: 6.7m (22.0ft),  Out-to-Out Width: 8.5m (27.9ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 61.9 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 37.1 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: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: December 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 894054,  Location: 0.1 Mile S of CR-714 (Lat: 27.160528,  Lng: -80.285861),  Route carried "on" structure: County highway ,  Year Built: 1983,  Status: Open,  Structure Length: 0.84m (2.76ft),  Average Daily Traffic: 1,000 (year 2021),  Truck Traffic: 2%,  Average Future Daily Traffic: 2,000 (year 2042),  Design Load: HS 20+Mod,  Features Intersected: Danforth Creek,  Facility Carried by Structure: Berry Avenue
Minimum Vertical Clearance: 8.66m (28.41ft),  Kilometerpoint: 1.165,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 2 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.6m (8.5ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 66.9 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: November 2021

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Structure Number: 894059,  Location: 0.1 MILE NORTH OF SR-714 (Lat: 27.173611,  Lng: -80.269444),  Route carried "on" structure: County highway ,  Year Built: 2007,  Status: Open,  Structure Length: 1.83m (6.00ft),  Average Daily Traffic: 4,780 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 8,293 (year 2042),  Design Load: HL 93,  Features Intersected: DANFORTH CREEK,  Facility Carried by Structure: MAPP ROAD
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.134,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.0m (23.0ft),  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 1.7m (5.6ft),  Right: 0.0m,  Curb-To-Curb Width: 11.9m (39.0ft),  Out-to-Out Width: 13.6m (44.6ft)

Condition: Deck: Very good,  Superstructure: Good,  Substructure: Very good,  Channel: Good,  Operating Rating: 61.7 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 47.6 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: 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: January 2022,  Underwater Inspection Date: January 2022,  Deck Structure Type: Corrugated Steel,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 894061,  Location: 0.8mi. N of CR-714 (Lat: 27.173306,  Lng: -80.318667),  Route carried "on" structure: City street ,  Year Built: 2008,  Status: Open,  Structure Length: 1.74m (5.71ft),  Average Daily Traffic: 5,760 (year 2022),  Truck Traffic: 2%,  Average Future Daily Traffic: 6,912 (year 2042),  Design Load: HL 93,  Features Intersected: Bessey Creek,  Facility Carried by Structure: SW 48th Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.294,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.6m (38.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 1,  Length of Maximum Span: 17.4m (57.1ft)

Condition: Channel: Very good,  Culverts: Very good,  Operating Rating: 42.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 32.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022

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Structure Number: 890068,  Location: STUART TPK INTERCHANGE (Lat: 27.157781,  Lng: -80.302169),  Route carried "under" structure: State highway 91,  Year Built: 1957,  Structure Length: 0. m,  Average Daily Traffic: 42,300 (year 2021),  Truck Traffic: 19%,  Features Intersected: SR 91 TPK (STUART INT)
Minimum Vertical Clearance: 5.21m (17.09ft),  Kilometerpoint: 26.424,  Lanes on structure: 2,  Lanes under structure: 5,  Toll: On toll road,  Material/Design: Steel,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 17.7m (58.1ft)

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Structure Number: 890114,  Location: CR 76A over I-95 (Lat: 27.127108,  Lng: -80.319053),  Route carried "under" structure: Interstate 95,  Year Built: 1986,  Structure Length: 0. m,  Average Daily Traffic: 22,500 (year 2020),  Truck Traffic: 6%,  Features Intersected: I-95 (SR 9),  Facility Carried by Structure: CR 76A
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.330,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 34.4m (112.9ft)

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Structure Number: 890126,  Location: .25mi W OF I-95 (Lat: 27.105308,  Lng: -80.265100),  Route carried "under" structure: State highway 91,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 47,900 (year 2018),  Truck Traffic: 16%,  Features Intersected: SR-91 (FL. TPK.),  Facility Carried by Structure: SR-76(Kanner Hwy )
Minimum Vertical Clearance: 5.00m (16.40ft),  Kilometerpoint: 19.533,  Lanes on structure: 4,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 28.7m (94.2ft)

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Structure Number: 890128,  Location: South of St. Lucie Canal (Lat: 27.108647,  Lng: -80.260122),  Route carried "under" structure: State highway 76,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-76,  Facility Carried by Structure: NB I-95 (S.R. 9)
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 40.987,  Lanes on structure: 3,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

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Structure Number: 890129,  Location: South of St Lucie Canal (Lat: 27.108864,  Lng: -80.260881),  Route carried "under" structure: State highway 76,  Year Built: 1987,  Structure Length: 0. m,  Average Daily Traffic: 35,000 (year 2020),  Truck Traffic: 6%,  Features Intersected: SR-76,  Facility Carried by Structure: SB I-95 (SR 9)
Minimum Vertical Clearance: 4.88m (16.01ft),  Kilometerpoint: 40.947,  Lanes on structure: 4,  Lanes under structure: 9,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 42.9m (140.7ft)

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Structure Number: 890159,  Location: Turnpike at Stuart exit. (Lat: 27.161553,  Lng: -80.304686),  Route carried "under" structure: State highway 91,  Year Built: 1999,  Structure Length: 0. m,  Average Daily Traffic: 42,300 (year 2020),  Truck Traffic: 19%,  Features Intersected: SR-91 (Fl. Tpk.),  Facility Carried by Structure: SR-714
Minimum Vertical Clearance: 5.52m (18.11ft),  Kilometerpoint: 26.907,  Lanes on structure: 2,  Lanes under structure: 4,  Toll: On toll road,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 30.2m (99.1ft)