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

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Structure Number: 700034,  Location: I-95 SB- Tillman Canal (Lat: 28.013306,  Lng: -80.641111),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 31,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 54,219 (year 2042),  Design Load: HL 93,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.273,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 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,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700097,  Location: 2.2 Mi. S of Grant Rd. (Lat: 27.892436,  Lng: -80.594006),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 2019,  Status: Open,  Structure Length: 0.69m (2.26ft),  Average Daily Traffic: 43,131 (year 2020),  Truck Traffic: 17%,  Average Future Daily Traffic: 74,832 (year 2042),  Design Load: HS 20,  Features Intersected: Outfall Ditch
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.101,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.8m (114.2ft),  Skew: 23 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 2.2m (7.2ft)

Condition: Channel: Satisfactory,  Culverts: Satisfactory,  Operating Rating: 57.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.7 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: August 2021,  Underwater Inspection Date: August 2021,  Wearing Surface/Protective System: Wearing Surface: Other

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Structure Number: 700099,  Location: 1.2 Mi S of Grant Rd (Lat: 27.906667,  Lng: -80.597642),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Year Reconstructed: 2013,  Status: Open,  Structure Length: 0.94m (3.08ft),  Average Daily Traffic: 43,131 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,832 (year 2042),  Design Load: H 20,  Features Intersected: Outfall
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.586,  Lanes on structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 34.4m (112.9ft),  Skew: 30 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 62.8 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: January 2021

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Structure Number: 700101,  Location: 0.4 Mi N of Grant Rd. (Lat: 27.930917,  Lng: -80.603883),  Route carried "on" structure: Interstate 95,  Year Built: 1969,  Status: Open,  Structure Length: 0.98m (3.22ft),  Average Daily Traffic: 43,131 (year 2020),  Truck Traffic: 18%,  Average Future Daily Traffic: 74,832 (year 2042),  Design Load: H 20,  Features Intersected: Grant Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 13.333,  Lanes on structure: 7,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 43.2m (141.7ft),  Skew: 11 degrees,  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 3.0m (9.8ft)

Condition: Channel: Good,  Culverts: Good,  Inventory Rating: 62.8 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Underwater Inspection Date: March 2021

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Structure Number: 700119,  Location: I-95 NB - Tillman Canal (Lat: 28.013158,  Lng: -80.640719),  Route carried "on" structure: Interstate 95,  Year Built: 1964,  Year Reconstructed: 2010,  Status: Open,  Structure Length: 9.30m (30.51ft),  Average Daily Traffic: 31,250 (year 2020),  Truck Traffic: 10%,  Average Future Daily Traffic: 54,219 (year 2042),  Design Load: HL 93,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 23.263,  Lanes on structure: 3,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 17.2m (56.4ft),  Skew: 3 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 18.6m (61.0ft),  Curb-To-Curb Width: 17.2m (56.4ft),  Out-to-Out Width: 18.1m (59.4ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 42.5 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: January 2021,  Underwater Inspection Date: January 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 70016,  Location: Babcock Street over I-95 (Lat: 27.986639,  Lng: -80.622006),  Route carried "on" structure: County highway 507,  Year Built: 1969,  Status: Open,  Structure Length: 12.43m (40.78ft),  Average Daily Traffic: 12,200 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 21,167 (year 2042),  Design Load: H 20,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 6.824,  Lanes on structure: 2,  Lanes under structure: 6,  Owner: State Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Skew: 5 degrees,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 40.8m (133.9ft),  Curb or Sidewalk Widths: Left: 0.5m (1.6ft),  Right: 0.5m (1.6ft),  Curb-To-Curb Width: 9.4m (30.8ft),  Out-to-Out Width: 10.6m (34.8ft)

Condition: Deck: Satisfactory,  Superstructure: Good,  Substructure: Fair,  Operating Rating: 40.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 24.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: Meets minimum limits,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Length Of Structure Improvement: 12.37m (40.58ft),  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Bridge Improvement Cost: $134,000,  Total Project Cost: $401,000,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 700185,  Location: SR-507 NB - Tillman Canal (Lat: 28.013167,  Lng: -80.622139),  Route carried "on" structure: State highway 507,  Year Built: 1962,  Year Reconstructed: 1991,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,796 (year 2042),  Design Load: H 20,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.9m (32.5ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 9.7m (31.8ft),  Out-to-Out Width: 15.6m (51.2ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 49.3 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 29.6 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: 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 700188,  Location: CR-516 over I-95 (Lat: 28.035356,  Lng: -80.656647),  Route carried "on" structure: County highway 516,  Year Built: 1988,  Year Reconstructed: 2009,  Status: Open,  Structure Length: 8.90m (29.20ft),  Average Daily Traffic: 47,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 82,412 (year 2042),  Design Load: HL 93,  Features Intersected: I-95
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 6,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: State Highway Agency,  Approaching Roadway Width: 24.4m (80.1ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 32.1m (105.3ft),  Curb or Sidewalk Widths: Left: 2.4m (7.9ft),  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 24.4m (80.1ft),  Out-to-Out Width: 36.7m (120.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 44.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.8 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Somewhat better than minimum adequacy,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2021,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 70019,  Location: SR-507 SB-Tillman Canal (Lat: 28.013167,  Lng: -80.622306),  Route carried "on" structure: State highway 507,  Year Built: 1991,  Status: Open,  Structure Length: 6.98m (22.90ft),  Average Daily Traffic: 17,750 (year 2020),  Truck Traffic: 14%,  Average Future Daily Traffic: 30,796 (year 2042),  Design Load: HS 20,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.590,  Lanes on structure: 2,  Owner: State Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Skew: 20 degrees,  Material/Design: Concrete continuous,  Design/Construction: Slab,  Number Of Spans In Main Unit: 7,  Length of Maximum Span: 9.8m (32.2ft),  Curb or Sidewalk Widths: Left: 2.1m (6.9ft),  Right: 0.0m,  Curb-To-Curb Width: 9.6m (31.5ft),  Out-to-Out Width: 14.9m (48.9ft)

Condition: Deck: Satisfactory,  Superstructure: Satisfactory,  Substructure: Good,  Channel: Good,  Operating Rating: 63.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.1 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 700239,  Location: Ellis Rd-I95 Utility Ease (Lat: 28.098950,  Lng: -80.706722),  Route carried "on" structure: County highway 509,  Year Built: 2019,  Status: Open,  Structure Length: 8.87m (29.10ft),  Average Daily Traffic: 19,400 (year 2019),  Truck Traffic: 5%,  Average Future Daily Traffic: 33,312 (year 2041),  Design Load: HL 93,  Features Intersected: I-95 Utility Easement,  Facility Carried by Structure: Ellis Road
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 4,  Owner: State Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 44.3m (145.3ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 2.6m (8.5ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 38.7m (127.0ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Very good,  Operating Rating: 52.9 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable criteria,  Deck Geometry: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 704004,  Location: 2.5 Miles West of CR-509 (Lat: 27.999000,  Lng: -80.712817),  Route carried "on" structure: County highway 514,  Year Built: 1972,  Status: Open,  Structure Length: 4.27m (14.01ft),  Average Daily Traffic: 12,800 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 22,305 (year 2042),  Design Load: HS 20,  Features Intersected: Canal,  Facility Carried by Structure: Malabar Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.433,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 8.6m (28.2ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 8.5m (27.9ft),  Curb or Sidewalk Widths: Left: 0.9m (3.0ft),  Right: 0.9m (3.0ft),  Curb-To-Curb Width: 8.6m (28.2ft),  Out-to-Out Width: 11.2m (36.7ft)

Condition: Deck: Fair,  Superstructure: Fair,  Substructure: Good,  Channel: Good,  Operating Rating: 49.0 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 38.2 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Somewhat better than minimum adequacy,  Deck Geometry: High priority of replacement,  Waterway Adequacy: 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704042,  Location: 8 mi South of Malabar Rd (Lat: 27.888578,  Lng: -80.622453),  Route carried "on" structure: County highway 507,  Year Built: 1980,  Status: Open,  Structure Length: 2.74m (8.99ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 42,500 (year 2042),  Design Load: HS 20,  Features Intersected: Sebastian Canal,  Facility Carried by Structure: Babcock Street
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 7.860,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 9.1m (29.9ft),  Curb-To-Curb Width: 12.4m (40.7ft),  Out-to-Out Width: 13.2m (43.3ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 45.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 27.1 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,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 704075,  Location: 2.4 mi S of SR-9 (Lat: 28.013700,  Lng: -80.672158),  Route carried "on" structure: County highway 509,  Year Built: 1985,  Year Reconstructed: 1996,  Status: Open,  Structure Length: 4.94m (16.21ft),  Average Daily Traffic: 27,000 (year 2020),  Truck Traffic: 6%,  Average Future Daily Traffic: 46,845 (year 2042),  Design Load: HS 20,  Features Intersected: Tillman Canal
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.592,  Lanes on structure: 4,  Owner: County Highway Agency,  Approaching Roadway Width: 19.8m (65.0ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 16.5m (54.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 19.8m (65.0ft),  Out-to-Out Width: 30.0m (98.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 78.4 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 47.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Better than present minimum criteria,  Waterway Adequacy: Equal to 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: Febuary 2022,  Underwater Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704143,  Location: Minton Road-I-95 (Lat: 28.049044,  Lng: -80.671267),  Route carried "on" structure: County highway 509,  Year Built: 1992,  Status: Open,  Structure Length: 7.28m (23.88ft),  Average Daily Traffic: 30,000 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 52,050 (year 2042),  Design Load: HS 20,  Features Intersected: I-95,  Facility Carried by Structure: Minton Rd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.493,  Lanes on structure: 4,  Lanes under structure: 6,  Base Highway Network: Yes,  Owner: County Highway Agency,  Approaching Roadway Width: 25.6m (84.0ft),  Skew: 23 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 36.3m (119.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 1.6m (5.2ft),  Curb-To-Curb Width: 25.6m (84.0ft),  Out-to-Out Width: 35.4m (116.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 83.5 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 50.0 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: January 2022,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 70415,  Location: 1.35 mi North of SR-516 (Lat: 28.053194,  Lng: -80.593086),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 11,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,779 (year 2042),  Design Load: H 20,  Features Intersected: F.E.C. Railroad,  Facility Carried by Structure: Robt J Conla Bl WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  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-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704151,  Location: 1.35 Mi North of SR-516 (Lat: 28.053128,  Lng: -80.593047),  Route carried "on" structure: City street ,  Year Built: 1971,  Status: Open,  Structure Length: 4.92m (16.14ft),  Average Daily Traffic: 11,400 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 19,779 (year 2042),  Design Load: H 20,  Features Intersected: F.E.C. Railroad,  Facility Carried by Structure: Robt J Conla Bl EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.221,  Lanes on structure: 2,  Base Highway Network: Yes,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.9m (25.9ft),  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-To-Curb Width: 10.1m (33.1ft),  Out-to-Out Width: 10.8m (35.4ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Operating Rating: 61.8 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 55.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Underclear: Equal to present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: Febuary 2022,  Deck Structure Type: Concrete Cast-file-Place,  Wearing Surface/Protective System: Wearing Surface: Monolithic Concrete

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Structure Number: 704256,  Location: 10ft. E of Minton Road (Lat: 27.996342,  Lng: -80.671653),  Route carried "on" structure: ServiceCounty highway ,  Year Built: 1992,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 1,226 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 1,417 (year 2042),  Design Load: HS 20,  Features Intersected: C-37 Canal,  Facility Carried by Structure: Palm Bay Library
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: County Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Channel Beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.2m (43.3ft),  Curb or Sidewalk Widths: Left: 2.6m (8.5ft),  Right: 0.0m,  Curb-To-Curb Width: 7.5m (24.6ft),  Out-to-Out Width: 11.0m (36.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 50.7 metric tons,  Method Used To Determine Operating Rating: Load Factor (LF),  Inventory Rating: 34.2 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: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 705906,  Location: 1 mi North of Malabar Rd (Lat: 28.013217,  Lng: -80.645603),  Route carried "on" structure: City street ,  Year Built: 1977,  Status: Open,  Structure Length: 6.40m (21.00ft),  Average Daily Traffic: 24,500 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 42,507 (year 2042),  Design Load: HS 20,  Features Intersected: Melbourne-Tillman Canal,  Facility Carried by Structure: Emerson Drive
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 5.123,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 5,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.5 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: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 705907,  Location: 0.5 mi N of Malabar Road (Lat: 28.006256,  Lng: -80.662894),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 1,810 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 2,091 (year 2042),  Design Load: HS 20,  Features Intersected: Tillman Canal,  Facility Carried by Structure: Eldron Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 2.126,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.2m (23.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 74.0 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Better than present minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705908,  Location: 0.5 mi N of Malabar Rd. (Lat: 28.006356,  Lng: -80.670789),  Route carried "on" structure: City street ,  Year Built: 1970,  Status: Open,  Structure Length: 2.26m (7.41ft),  Average Daily Traffic: 716 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 828 (year 2042),  Design Load: HS 20,  Features Intersected: Tillman Canal,  Facility Carried by Structure: Aviation Ave.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.000,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.8m (22.3ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.3m (30.5ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Inventory Rating: 74.3 metric tons,  Method Used To Determine Inventory Rating: Load Factor (LF),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705909,  Location: 1 mi N of Malabar Road (Lat: 28.013578,  Lng: -80.696714),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 3.85m (12.63ft),  Average Daily Traffic: 8,900 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 15,441 (year 2042),  Design Load: HS 20,  Features Intersected: Melbourne Tillman Canal,  Facility Carried by Structure: Jupiter Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 8.703,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.5m (24.6ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 12.8m (42.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 10.3m (33.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 53.7 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 34.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels

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Structure Number: 70591,  Location: 1.6 miles East of SR-507 (Lat: 28.016986,  Lng: -80.596036),  Route carried "on" structure: City street ,  Year Built: 1978,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,975 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,812 (year 2042),  Features Intersected: Turkey Creek,  Facility Carried by Structure: Port Malabar Bl EB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.5m (27.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.6m (77.4ft),  Curb or Sidewalk Widths: Left: 0.8m (2.6ft),  Right: 1.8m (5.9ft),  Curb-To-Curb Width: 8.5m (27.9ft),  Out-to-Out Width: 11.6m (38.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 40.6 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: High priority of corrective action,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705913,  Location: 0.2 mi S of Jupiter Blvd (Lat: 27.984331,  Lng: -80.667858),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 1,394 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 1,612 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-48,  Facility Carried by Structure: Caballero Ave
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.6m (2.0ft),  Right: 0.6m (2.0ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Meets minimum limits,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705914,  Location: 1.0Mi. S of Malabar Rd NE (Lat: 27.984286,  Lng: -80.661569),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 6,298 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,279 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-48,  Facility Carried by Structure: Eldron Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 11.161,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705915,  Location: 0.2 mi S of Cocoa Street (Lat: 27.977114,  Lng: -80.667247),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 439 (year 2020),  Truck Traffic: 2%,  Average Future Daily Traffic: 508 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-47,  Facility Carried by Structure: Brittan Avenue
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.016,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 6.7m (22.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.4m (1.3ft),  Right: 0.4m (1.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705916,  Location: 1.5 Mi S of Malabar Rd. (Lat: 27.977025,  Lng: -80.661617),  Route carried "on" structure: City street ,  Year Built: 1975,  Status: Open,  Structure Length: 2.19m (7.19ft),  Average Daily Traffic: 6,062 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 7,032 (year 2042),  Design Load: HS 20,  Features Intersected: Canal C-47,  Facility Carried by Structure: Eldron Blvd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 10.358,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.6m (24.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 7.3m (24.0ft),  Curb or Sidewalk Widths: Left: 0.1m (0.3ft),  Right: 0.1m (0.3ft),  Curb-To-Curb Width: 7.9m (25.9ft),  Out-to-Out Width: 9.2m (30.2ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 32.6 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 25.7 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Equal to present minimum criteria,  Deck Geometry: High priority of replacement,  Waterway Adequacy: Equal to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705917,  Location: 2.0Mi. S of Malabar Rd NE (Lat: 27.969769,  Lng: -80.660944),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 3.11m (10.20ft),  Average Daily Traffic: 4,689 (year 2020),  Truck Traffic: 5%,  Average Future Daily Traffic: 5,420 (year 2042),  Design Load: H 20,  Features Intersected: Canal C-46,  Facility Carried by Structure: Eldron Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 9.547,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 7.3m (24.0ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 10.4m (34.1ft),  Curb or Sidewalk Widths: Left: 1.5m (4.9ft),  Right: 2.1m (6.9ft),  Curb-To-Curb Width: 8.4m (27.6ft),  Out-to-Out Width: 13.4m (44.0ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 46.4 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 40.0 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: High priority of corrective action,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705918,  Location: 40 ft E of Minton Road (Lat: 28.011031,  Lng: -80.671519),  Route carried "on" structure: City street ,  Year Built: 1988,  Status: Open,  Structure Length: 4.50m (14.76ft),  Average Daily Traffic: 4,700 (year 2020),  Truck Traffic: 4%,  Average Future Daily Traffic: 8,154 (year 2042),  Design Load: HS 20,  Features Intersected: C-37 Canal,  Facility Carried by Structure: Americana Blvd.
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.031,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 8.8m (28.9ft),  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 11.3m (37.1ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 3.7m (12.1ft),  Curb-To-Curb Width: 10.9m (35.8ft),  Out-to-Out Width: 15.8m (51.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Satisfactory,  Operating Rating: 64.3 metric tons,  Method Used To Determine Operating Rating: Allowable Stress (AS),  Inventory Rating: 51.3 metric tons,  Method Used To Determine Inventory Rating: Allowable Stress (AS),  Structural Evaluation: Better than present minimum criteria,  Deck Geometry: Somewhat better than minimum adequacy,  Waterway Adequacy: Superior to present desirable criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Underwater Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70592,  Location: 1.6 miles East of SR-507 (Lat: 28.017097,  Lng: -80.595914),  Route carried "on" structure: County highway ,  Year Built: 2009,  Status: Open,  Structure Length: 3.96m (12.99ft),  Average Daily Traffic: 5,975 (year 2020),  Truck Traffic: 3%,  Average Future Daily Traffic: 6,812 (year 2042),  Design Load: HL 93,  Features Intersected: Turkey Creek,  Facility Carried by Structure: Port Malabar BL WB
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.320,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 9.8m (32.2ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 23.5m (77.1ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.7m (8.9ft),  Curb-To-Curb Width: 9.8m (32.2ft),  Out-to-Out Width: 14.6m (47.9ft)

Condition: Deck: Very good,  Superstructure: Very good,  Substructure: Good,  Channel: Very good,  Operating Rating: 54.5 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 46.4 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 minimum criteria,  Approach Roadway Alignment: Equal to present desirable criteria,  Designated Inspection Frequency: Every 24 months,  Inspection Date: March 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 705923,  Location: At Minton Rd. Intersectn (Lat: 27.987500,  Lng: -80.671667),  Route carried "on" structure: City street ,  Year Built: 2010,  Status: Open,  Structure Length: 3.90m (12.80ft),  Average Daily Traffic: 8,929 (year 2021),  Truck Traffic: 9%,  Average Future Daily Traffic: 10,319 (year 2042),  Design Load: HL 93,  Features Intersected: C-37 Canal,  Facility Carried by Structure: Jupiter Boulevard
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 3.758,  Lanes on structure: 4,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 18.4m (60.4ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 3,  Length of Maximum Span: 13.0m (42.7ft),  Curb or Sidewalk Widths: Left: 2.2m (7.2ft),  Right: 1.5m (4.9ft),  Curb-To-Curb Width: 18.4m (60.4ft),  Out-to-Out Width: 29.3m (96.1ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Very good,  Operating Rating: 40.8 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 36.4 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,  Inspection Date: March 2021,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 705924,  Location: 0.26 Mi South of Pace Dr. (Lat: 28.013528,  Lng: -80.737528),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 7.32m (24.02ft),  Average Daily Traffic: 16,747 (year 2018),  Truck Traffic: 7%,  Average Future Daily Traffic: 19,426 (year 2040),  Design Load: HL 93,  Features Intersected: C-1 Canal,  Facility Carried by Structure: St Johns Hrtge Pky
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 1.513,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 11.5m (37.7ft),  Skew: 10 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 18.3m (60.0ft),  Curb or Sidewalk Widths: Left: 0.0m,  Right: 2.4m (7.9ft),  Curb-To-Curb Width: 11.5m (37.7ft),  Out-to-Out Width: 15.1m (49.5ft)

Condition: Deck: Good,  Superstructure: Very good,  Substructure: Very good,  Channel: Very good,  Operating Rating: 48.4 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 37.2 metric tons,  Method Used To Determine Inventory Rating: Load and Resistance Factor (LRFR),  Structural Evaluation: Equal to present desirable 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: December 2020,  Underwater Inspection Date: December 2020,  Deck Structure Type: Concrete Cast-file-Place

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Structure Number: 705925,  Location: 2 Mi West of Jupiter Blvd (Lat: 28.016750,  Lng: -80.728917),  Route carried "on" structure: City street ,  Year Built: 2013,  Status: Open,  Structure Length: 0.76m (2.49ft),  Average Daily Traffic: 5,500 (year 2019),  Truck Traffic: 7%,  Average Future Daily Traffic: 11,174 (year 2035),  Design Load: HL 93,  Features Intersected: C-59 Canal,  Facility Carried by Structure: Pace Drive
Minimum Vertical Clearance: 30.18m (99.02ft),  Kilometerpoint: 0.803,  Lanes on structure: 2,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 10.4m (34.1ft),  Material/Design: Concrete,  Design/Construction: Culvert,  Number Of Spans In Main Unit: 2,  Length of Maximum Span: 3.7m (12.1ft)

Condition: Channel: Good,  Culverts: Very good,  Operating Rating: 67.3 metric tons,  Method Used To Determine Operating Rating: Load and Resistance Factor (LRFR),  Inventory Rating: 51.9 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,  Underwater Inspection Frequency: Every 24 months,  Inspection Date: December 2020,  Underwater Inspection Date: December 2020

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Structure Number: 705953,  Location: 0.1 mi E of Minton Rd (Lat: 27.999078,  Lng: -80.671667),  Route carried "on" structure: County highway 514,  Year Built: 1972,  Year Reconstructed: 2001,  Status: Open,  Structure Length: 4.30m (14.11ft),  Average Daily Traffic: 11,321 (year 2020),  Truck Traffic: 11%,  Average Future Daily Traffic: 13,132 (year 2042),  Design Load: HS 20,  Features Intersected: Melb Tillman Canal 37,  Facility Carried by Structure: Malabar Rd
Minimum Vertical Clearance: 30+ m (98+ ft),  Kilometerpoint: 0.077,  Lanes on structure: 7,  Owner: City or Municipal Highway Agency,  Approaching Roadway Width: 29.6m (97.1ft),  Skew: 20 degrees,  Material/Design: Prestressed concrete,  Design/Construction: Slab,  Number Of Spans In Main Unit: 4,  Length of Maximum Span: 10.8m (35.4ft),  Curb or Sidewalk Widths: Left: 1.6m (5.2ft),  Right: 2.5m (8.2ft),  Curb-To-Curb Width: 29.6m (97.1ft),  Out-to-Out Width: 35.3m (115.8ft)

Condition: Deck: Good,  Superstructure: Good,  Substructure: Good,  Channel: Good,  Operating Rating: 55.3 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: 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,  Inspection Date: March 2020,  Deck Structure Type: Concrete Precast Panels,  Wearing Surface/Protective System: Wearing Surface: Bituminous

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Structure Number: 70016,  Location: Babcock Street over I-95 (Lat: 27.986639,  Lng: -80.622006),  Route carried "under" structure: Interstate 95,  Year Built: 1969,  Structure Length: 0. m,  Average Daily Traffic: 43,131 (year 2020),  Truck Traffic: 18%,  Features Intersected: I-95,  Facility Carried by Structure: Babcock St(CR-507)
Minimum Vertical Clearance: 4.94m (16.21ft),  Kilometerpoint: 19.943,  Lanes on structure: 2,  Lanes under structure: 6,  Material/Design: Steel continuous,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 40.8m (133.9ft)

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Structure Number: 700188,  Location: CR-516 over I-95 (Lat: 28.035356,  Lng: -80.656647),  Route carried "under" structure: Interstate 95,  Year Built: 1988,  Structure Length: 0. m,  Average Daily Traffic: 62,500 (year 2020),  Truck Traffic: 10%,  Features Intersected: I-95,  Facility Carried by Structure: CR-516
Minimum Vertical Clearance: 5.03m (16.50ft),  Kilometerpoint: 26.318,  Lanes on structure: 6,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 32.1m (105.3ft)

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Structure Number: 704143,  Location: Minton Road-I-95 (Lat: 28.049044,  Lng: -80.671267),  Route carried "under" structure: Interstate 95,  Year Built: 1992,  Structure Length: 0. m,  Average Daily Traffic: 77,000 (year 2020),  Truck Traffic: 22%,  Features Intersected: I-95,  Facility Carried by Structure: Minton Rd.
Minimum Vertical Clearance: 5.09m (16.70ft),  Kilometerpoint: 28.313,  Lanes on structure: 4,  Lanes under structure: 6,  Material/Design: Prestressed concrete,  Design/Construction: Stringer/Multi-beam,  Length of Maximum Span: 36.3m (119.1ft)